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■ Complete Items 1.2. end 9. Also completer a ftem 4 I ResHoW Dslkwy Is daslred. ■ Print your name and address on the reverse so that we can return the card to you. IN Attach this card to the back of the mallpleoe, or on the front H apace pemft 1. AWdeAddramd to: l49 �-�►b�.f +old G �1eck N`t IkOay Rwe ved by (FMrfed Name) D. Isddmy adAsee de If YM order dellmy L�laed Mall a Eprex Mail 0%991 0 Ream R for Mwdmidlm O Ironed MN O C.O.D. 4. RwbIcled Delivery? (Fxes Fee) O Yee 2' Article aftNumber 7003 3110 0001 8547 4828 (iraro/s sero aeMpe (aM1 : P3 Form 3811, FebrUft 2OO/ Daranee ftwm "we4 102595maIW1e46 docs 3 �Id 0 0 1:3 .. Er co Postage $ _ .. , o"N Y fg10J .. 7 Certifietl Fee ) / lJ?)/ PrI -P] t, Return Receipt Fee rEndorsement Required)C3 " ^'i„a — , Restricted Delivery FeeC3(Endorsement Requiretl) rR N Total Postage 8 Fees ry Sent To cake r3 Street Apt c or PO Box Na. J --------- . a j -- ---l�pp ----- - City, Stare. ZI ' I"1 QL' PS Form :It , August 2006 S�e Reverse for 1, ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: T Ati 'Ay'id Ic eye LLC. A. ry ❑ Agent 0 Addressee C. Date of Delivery D. Is delivery address different from Item 1? ❑ Yes If YES, enter delivery address below: ❑ No C�. 3. Service Type �j ` � N14 ��^ ^ .Certified Mail 0 Express Mail [ Idil�'-`to%ue / d ❑ Registered ❑ Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number 7007 0710 0003 2876 2590 igransfer from service /abet) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-10-1540 O(�V S \rAr�St t r"� Ori 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Uj 4f dlf ✓ J/d� ti- �� ` Y aF'.��� 5 r 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 24, 2008 100-1 0110 ocxo3 a6 -I(, x590 William J. Haugland Hawkeye LLC 2 Access Road Patchogue, NY 11772 Dear Mr. Haugland: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net This office has been informed that the following project has been completed and your bid bond/check can be released: Southold Town Transfer Station & Residential Drop -Off Enclosed please find your bid bond dated April 11, 2005. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Encs. 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER William J. Haugland Hawkeye LLC 2 Access Road Patchogue, NY 11772 Dear Mr. Haugland: 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 24, 2008 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net This office has been informed that the following project has been completed and your bid bond/check can be released: Southold Town Transfer Station & Residential Drop -Off Enclosed please find your bid bond dated April 15, 2005. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Encs. E ■ Complete items 1, 2, and 3. Also complete Item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: W;\1;wwt �. ir�►.1� II ���l lun�b,v,5�a-1ewi;� A1, �YiItY(N�OC�Y;Vt C"t $e}na,kei N1 11'133 2. Article (Trans PS Forrt. ' (Domestic Mail Only; No Ins For delivery Information visit of ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addres Sa-� Toho Koh '%" T✓. �Wbkv)s 'I COWO^ 1 ne. 179 NL' Uv' Alieme. -1vn+'vnr��n Ny 11Iy3 A. Signature ? X / iik 1 4 ❑ Agent �/� �j�1 /j.- ❑Addressee B. Receive ne) C. Date of Delivery different from item I? U Yes Iry address below: 0 No JAN 30 20 /I ail ❑ Express Mail ❑ Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. ... ._.. -—. -j Yes PostmAr Here A. - '595-02-10-1540 Fill cp tri IL .. T Y N -0 Postage $ ru Cenlfed Fee Cer ilr.d Fee M 17 O Retum Receipt Fee C3 (Endorsement Required) (Endorsement Required) E3 Restricted DeliveryFee Restricted Delivery Fee (Endorsement Required) (Endorsement Required) 1 N $p a M1 Total Postage 8 Fees O Total Postage 8 Fees O Sent Tr3 Qq 1� rot 1 1 O f` Street Apt. No;I- ` 1 or PO ■ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addres Sa-� Toho Koh '%" T✓. �Wbkv)s 'I COWO^ 1 ne. 179 NL' Uv' Alieme. -1vn+'vnr��n Ny 11Iy3 A. Signature ? X / iik 1 4 ❑ Agent �/� �j�1 /j.- ❑Addressee B. Receive ne) C. Date of Delivery different from item I? U Yes Iry address below: 0 No JAN 30 20 /I ail ❑ Express Mail ❑ Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. ... ._.. -—. -j Yes PostmAr Here A. - '595-02-10-1540 Fill cp tri IL .. T Y ,-0 1` co Postage $ r1.1 Cer ilr.d Fee m 17 Return Receipt Fee C3 (Endorsement Required) 17 Restricted Delivery Fee (Endorsement Required) C3 a N Total Postage 8 Fees O 1� rot 1 1 1:3 _Sheoeput,AAPL Nor PO Box No. Q I 0 Agent B. Received by ( Printed haale) I C. Date of Delivery D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No 3. ;?Certified e Type H Certified Mail ❑ Express Mail 0 Registered ❑ Return Receipt for Merchandise ❑ Insured Mail 0 C.O.D. 4. Restricted Delivery? (atra Fee) 0 Yes 2. Article Number 7007 0710 0003 2876 2583 (Transfer Irom service Iabeo PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 Here \7y aoas Ty-vms�eyr- S% '% OWE L ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 24, 2008 '100-1 0110 0003 a�t4 a 5%3 John A Robbins, Jr. Robbins & Cowan, Inc 179 New York Avenue Huntington, NY 11743 Dear Mr. Robbins: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net This office has been informed that the following project has been completed and your bid bond/check can be released: Southold Town Transfer Station & Residential Drop -Off Enclosed please find your bid bond dated April 25, 2005. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Encs. E ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 24, 2008 1701 o'lto cm3 d6'll,V 851(0 William H. Mauff WHM Plumbing & Heating Contractors, Inc 6 H Enterprise Drive East Setauket, NY 11733 Dear Mr. Mauff: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net This office has been informed that the following project has been completed and your bid bond/check can be released: Southold Town Transfer Station & Residential Drop -Off Enclosed please find your bid bond dated April 20, 2005. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Encs. Page 1 of 1 Bohn, Lynda From: Bunchuck, Jim Sent: Tuesday, December 11, 2007 12:14 PM To: Bohn, Lynda Subject: RE: Lynda: As the Transfer Station project has been completed and the guarantee period has expired, please release any and all bid deposits submitted by bidders on this project. Thank you. James Bunchuck, Solid Waste Coordinator Town of Southold DSW P.O. Box 962 Cutchogue, NY 11935 631-734-7685 631-734-7976 (fax) 631-478-7344 (cell) From: Bohn, Lynda Sent: Tuesday, December 11, 2007 9:44 AM To: Bunchuck, Jim Subject: At your earliest convenience could you shoot me . No seriously could you shoot me an email in regard to releasing the bonds for the Transfer Station. I think I had it but can't find it thanks. Lynda M Bohn Lynda M Bohn Deputy Southold Town Clerk Principal Account Clerk 53095 Main Road PO Box 1179 Southold, NY 11971 (631)765-1800 ext 265 12/12/2007 �A ELIZABETH NEVILLE Town Hall, 53095 Main Road TOWN CLERK �bOFFOtPO Box 1179 Southold, NY 11971 REGISTRAR OF VITAL STATISTICS Fax (631) 765-6145 MARRIAGE OFFICER y E Telephone: (631) 765 - 1800 RECORDS MANAGEMENT OFFICER �O� * �a� southoldtown.northfork.net FREEDOM OF INFORMATION OFFICER RESOLUTION # 2006-246 Meeting: 02/28/06 04:30 PM Resolution ID: 1633 Department: Solid Waste Management District Category: Contracts, Lease & Agreements THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2006-246 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON FEBRUARY 28,2006: RESOLVED that the Town Board of the Town of Southold hereby authorizes a modification of the Town's contract with Robbins and Cowan, Inc. for construction of the Cutchoeuc Transfer Station to allow an increase to the contract in the amount of $3,155 to cover extra work on the Station's sanitary system as required by the Suffolk County Department of Health Services (SCDHS), such amount to be taken from savings achieved in the Town Responsibilities portion of the project, thereby resulting in NO NET INCREASE, to the project cost; and hereby be it further RESOLVED that this modification be identified as Transfer Station Construction Project Change Order No. 1. j� Elizabeth A. Neville Southold Town Clerk PATRICIA A. FINNEGAN TOWN ATTORNEY patricia.f-innegan@town.southold.ny.us KIERAN M. CORCORAN ASSISTANT TOWN ATTORNEY kieran.corcoran @town.southold.ny. us. LORI HULSE MONTEFUSCO ASSISTANT TOWN ATTORNEY lori.montefiisco@town.southold.ny.us SCOTT A. RUSSELL Supervisor Town Hall Annex, 54375 Route 25 P.O. Box 1179 Southold, New York 11971-0959 OFFICE OF THE TOWN ATTORNEY TOWN OF SOUI'HOLD MEMORANDUM To: Ms. Lydia Tortora From: Lynne Krauza Secretary to the Town Attorney Date: March 27. 2006 Subject: Transfer Station Telephone (631) 765-1939 Facsimile (631) 765-6639 Please be advised that Pat has reviewed and approved the attached Change Order regarding an increase in Robbins & Cowan, Inc.'s contract in connection with the referenced matter. A copy of the resolution regarding this Change Order is also attached. In this regard, kindly have Scott sign and date this document where indicated and return it to me. I will forward same to L.K. McLean Associates for the remaining signatures and make certain that Betty receives the fully executed original Agreement t'or her records. Thank you for your attention. If you have any questions, please call me. /lk Enclosure cc: Ms. Elizabeth Neville, Town Clerk (w/encl.) Mr. James Bunchuck, Solid Waste Coordinator (w/encl.) LI ARA 437 South Country Road • Brookhaven -� New York • 11719 (631) 286-8668 • FAX (631) 286-6314 EUGENE F. DALY, P.E., P.T.O.E.TM, PRESIDENT and C.E.O. RAYMOND G. DiBIASE, P.E., P.T.O.E.TM, EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT" ALBERT T. DAWSON, P.E., VICE PRESIDENT Town of Southold Department of Waste Disposal 53095 Main Road Southold, NY 11971 Attn: Jim Bunchuck, Solid Waste Coordinator L. K. McLean Associates, P.C. January 18, 2006 Re: Town of Southold — Transfer Station & Site Improvements Change Order No. 1 for Additional Work Performed by Contractor LKMA No. 05067 Dear Mr. Bunchuck: CONSULTING ENGINEERS Associates CHRISTOPHER F. DWYER JAMES L. DeKONING, P.E. ROBERT A. STEELE, P.E. Enclosed herewith is a dra11 of Proposed Change Order No. I for additional unforeseen work associated with one of the three proposed sanitary systems for the above referenced project. The Change Order will result in an increase in the total amount of the contract as follows: Original Contract Amount: Change Order No. 1: Revised Contract Amount $ 2,929,972.58 $ 3,155.00 $ 2,933,127.58 As a condition for Suffolk Count Department of Health Services (SCDHS) to issue the sanitary permit for the transfer station building, the County required that two, not one, leaching pools be installed for sanitary waste based upon the total area of the building. As the toilets are located in the mechanics shop and are only for staff use, LKMA based our design as you are aware, on the floor space of the mechanics shop and not that of the entire building, which resulted in our design for installing only one leaching pool. LKMA stressed to the County that the bathrooms were not for use by the general public, but strictly for employee use. We also argued that the the sanitary flows out of the bathrooms would be very low, as only several employees a day will be using these facilities. Nonetheless, the County insisted in requiring more storage capacity by mandating a second leaching pool for sanitary waste. In order to avoid disapproval of the other sanitary systems, our office revised the sanitary permit drawings as per the County's comments, In view of this, LKMA requested the general contractor, Robbins and Cowan, for an estimate to install the extra leaching pool and associated piping as directed by the SCDHS. Attached is a copy of Robbins and Cowan's January 9, 2006 for the extra work. LKMA is of the opinion that the monies requested by Robbins and Cowan for this extra work are reasonable and therefore recommend approval of this change order. The additional work will result in an added extended cost of $3,155.00 to the Contract. Change Order I- R&C • Founded in 1950 • Page I of 4 Li ARA L. K. McLean Associates, PC. By copy of this letter, we are transmitting to the Southold Town Clerk's Office, a copy of the Change Order No. 1 draft for processing by that office and/or any other involved departments. If there are any questions regarding this Change Order, please do not hesitate in contacting this office. Very truly yours, ?a..., h_Gl..svk PMR:pmr Paul M. Roth, P.E. Enc. (1) Senior Project Manager cc: Southold Town Board w/enc. Elizabeth Neville, Southold Town Clerk w/enc. Richard Robbins, Robbins and Cowan, Inc. LKMA File Copy w/enc. Change Order 1- R&C Page 2 of 4 CHANGE ORDER NO. 1, CONTRACT ENTERED INTO BY ROBBINS AND COWAN, INC., CONTRACTOR, AND THE TOWN OF SOUTHOLD, OWNER, ON THE 24TH DAY OF August, 2005. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS: Dated: Dated: Richard Robbins, Treasurer, Robbins and Cowan Supervisor and/or Deputy Supervisor L.K. McLean Associates, P.C. Consulting Engineers 0 Town Attorney ppr val as Sufficiency Onl Dated: Change Order 1- R&C Page 4 of 4 January 9, 2006 JAN 10 2006 Mr. Chris Dwyer L.K. McLean Associates 437 South Country Road Brookhaven, NY 11719 RE: Town of Southold C.O. #1 Job #05-08 Gentlemen: J ROBBINS & COWAN, INC. GENERAL CONTRACTORS SINCE 1965 179 NEW YORK AVENUE. HUNTINGTON, NY 11743 TEL: 631-271.2324 • FAX: 631-271-2335 We submit, herewith, our request for a change order in the amount of THREE THOUSAND ONE HUNDRED FIFTY FIVE ($3,155.00) DOLLARS, for the additional sanitary work at the transfer building as shown on drawings S-2 Revision dated 8/22/05. Breakdown of Costs: Noresco Ltd ..............................$ 2,665.00 Robbins & Cowan, Inc. overhead & profit _ 400.00 3,065.00 Insurance .............................. _90_00 $ 3,,155.00 If you have any questions please call. RTR/ms Very 764Z Richard T. Robbins Treasurer COMMERCIAL • INDUSTRIAL RENOVATIONS • DESIGNBUILD CONSTRUCTION MANAGEMENT • STATE OF NEW YORK • WORKERS' COMPENSATION BOARD CERTIFICATE OF PARTICIPATION IN WORKERS' COMPENSATION GROUP SELF-INSURANCE 1 a. Legal Name and Address of Business Participating in Group 1 d. Business Telephone Number of Business referenced in box Self -Insurance (Use Street Address Only) "1 a" 631-473-3568 WHM Plumbing & Heating Contractors, Inc. 1 e. NYS Unemployment Insurance )�}� l�giStratton 6H Enterprise Drive East Setauket, NY 11733 Number of Business referenced 'inbox"1 a' 20613053 lb. Effective Date of Membership in the Group 6 2006 Certificate Period: 1/1/06 To 1/1/07 Certificate Number: 004000350355106 ou9ii�iu Te.�.n Clerk 1 c. The Proprietor, Partners or Executive Officers are 1 f. Federal Employer Identification Number of Business ® included (Only check box if all partners/officers included) referenced in box "I a" ❑ all excluded or certain partners/officers excluded 112731372 2. Name and Address of the Entity Requesting Proof of Coverage 3. Name and Address of Group Self -Insurer (Entity Being Listed as Certificate Holder) Town of Southold Contractors Compensation Trust 53095 Main Rd 10 British American Blvd PO Box 1179 Latham, NY 12110 Southold, NY 11971 This certifies that the business referenced above in box "1 a" is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law as a participating member of the Group Self -Insurer listed above in box "3" and participation in such group self-insurance is still in force. The Group Self -Insurer's Administrator will send this Certificate of Participation to the entity listed above as the certificate holder in box "2". The Group Self -Insurer's Administrator will notify the above certificate holder within 10 days IF the membership of the participant listed in box "la" is terminated. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for a maximum of one year from the date certified by the group self -insurer. If this certificate is no longer valid according to the above guidelines and the business referenced in box "la" continues to be named on a permit, license or contract issued by the certificate holder, the business must provide the certificate holder either with a new certificate or other authorized proof the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative of the Group Self -Insurer referenced above and that the business referenced in box "la" has the coverage as depicted on this form. Certified by: Anthony J. Mashuta _ (Print name of authorized representative of the Group Self -Insurer) 9- -Aj f La Kq. Certified by: Title: Authorized Representative Telephone Number: (518) 783-2665 GSI -105.2 (2-02) WORKERS' COMPENSATION LAW 01/01/2006 0 0 WORKERS' COMPENSATION LAW Section 57 Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Please Note: This Certificate is valid only through the policy dates indicated above, OR a maximum of one year after this form is approved by the authorized representatives of the group Self -Insurer. At the expiration of those dates, if the business continues to be named on a permit or contract issued by the above government entity, the business must provide that government entity with a new Certificate. The business must also provide a new Certificate upon notice of cancellation or change in status of the policy. GSI -105.2 (2-02) Reverse Contractors Compensation Trust ATTACHMENT TO CERTIFICATE OF PARTICIPATION IN WORKERS' COMPENSATION GROUP SELF-INSURANCE Name & Address of Business Participating in Group Self -Insurance WHM Plumbing & Heating Contractors, Inc. 6H Enterprise Drive East Setauket, NY 11733 Description of Operations/Locations: Contract C- Plumbing; T/O Southold Transfer Station Expansion & Site Improvements Policy Number: 004000350355106 Workers' Compensation Limits: Statutory Employers Liability Limit: Each Accident: $1,000,000 Disease Policy Limit: $ 1,000,000 Disease — Each Employee: $1,000,000 WORKERS' COMPENSATION LAW LIKAR 1 • • L. K. McLEwrr 437 South Country Road • Brookhaven • New Y,,rk • 11719 16211 286-81,68 . FAX (631) 2X6 -61]d EUGENE F. DALY, P.E., P.T.O.E TM, PRESIDENT and C.E.O. RAYMOND G. DiBIASE, P.E., RT.O.E. n', EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P.E., VICE PRESIDENT December 13, 2005 Town of Southold Department of Waste Disposal 53095 Main Road Southold, NY 11971 Attn: Jim Bunchuck, Solid Waste Coordinator Associates, PC. CONSI IIA ING ENGINEERS Associates CHRISTOPHER F. DWYER JAMES L. DeKONING, P.E. ROBERT A. STEELE, P.E. Re: Town of Southold — Transfer Station Construction & Site Improvements Project Letter recommending "Partial Payment Request #3"to Robbins & Cowan Inc. LKMA No. 05-067 Dear Mr. Bunchuck: We are in receipt of the second partial payment request from Robbins & Cowan, Inc. for the above referenced project. The work has been performed in accordance with the Plans and Specifications, and we are in agreement with Robbins & Cowan as to the extent of the completion of work as outlined in their payment application. Payment to the Contractor is recommended in the corrected amount of $394,153.10 ($414,898.00 less 5% retainage) for this requisition No 3. Enclosed please find the following: 1. Town of Southold — Standard Voucher in the corrected amount of $394,153.10 2. Engineers Partial Payment Certification 3. Contractor's Verification Affidavit 4. AIA Documents G702 & Continuation Sheet G703 5. Certified Payroll Records (Moresco Ltd. — Subcontractor, Rush Concrete Inc. — Subcontractor, R&L Well Drilling LLC - Subcontractor) If this payment request meets with your approval, please sign the attached Payment Voucher and forward this payment package to the Department of Accounting & Finance far further processing. Please keep the payment package stamped "COPY" for your records. If we can be of any further assistance in the processing of this payment, please contact this office. Very truly yours, Paul M. Roth, P.E. Enc.: (5) Senior Project Manager Cc: Southold Town Board Southold Town Clerk w/enc. Richard Robbins, Robbins & Cowan, Inc. w/enc. John Cushman, Department of Accounting & Finance (original payment package) LKMA File w/enc. Robbins & Cowan -Payment## Page 1 of 2 Founded in1950 • 0 0 PARTIAL PAYMENT CERTIFICATION PROJECT TITLE: TOWN OF SOUTHOLD — TRANSFER STATION CONSTRUCTION & SITE IMPROVEMENTS PROJECT LKMA PROJECT NO: 05067 CONTRACT NO: AMOUNT DUE THIS PAYMENT: $394,153.10 BETWEEN: ROBBINS & COWAN, INC.., AND THE TOWN OF SOUTHOLD 1, L. K. McLean, Consulting Engineer for the Town of Southold, do hereby; certify that the work listed in the attached PARTIAL PAYMENT REQUISITION has been completed in accordance with the Plans and Specifications made part of the Contract between ROBBINS & COWAN, INC. and the Town of Southold, and certify that this work has been completed satisfactorily and has been received by the Town of Southold. L. K. McLean Associates, P.C. Consulting Engineers Town of Southold DATED: November 14, 2005 PAYMENT NO AMOUNT: $394,153.10 Robbins & Cowan-Payment#2 Page 2 of 2 Vendor No. Town of Southold, New York - Payment Voucher Vendor Tax ID Number or Social Security Number Vendor Addreu 11-2069326 179 New York Avenue Vendor Nome Robbins & Cowan, Inc. Huntington, NY 11743 Vendor Telephone Number 631-271-2324 Vendor Concoct Richard T. Robbins Invoice Number Invoice Invoice Due Total Discount Net Atroun(Clainned Puschese Order Number Description of Goode or Services General Ledger Fund and Account Number 3561 12/12/05 $394,153.10 Town Transfer Station and Residential Drop -Off /70 L !�;'oke j,lee, lex, ao5 -y6,� led, Payee Certification The undersigned (Claimant) (Acting on behalf of the above named claimant) does hereby sonify that the foregoing chat ie true and correct, that no part hes • been paid, except u 1 n ed, flat therein elated is actually due and owing, and now h own is exempt an excluded. Signatna - TideTreasurer Company Nems Date Robbins & Cowan, Inc.12/13/05 Department Certification 1 hereby certify, that the materials above specified have been received by me in good condition without substitution, the services properly performed and thin the qumnities theaofhave been verified with the exceptions or discrepancies noted, and payment is approved. Signature �) Title Data ei T7 e> ATO TION AND CERTIFICATE FOR PAYMENT Al 53095 MAIN ROAD SOUTHOLD, NY 11971 PROJECT: TOWN OF SOUTHOLD TRANSFER STATION AND RESIOENTIAL DROP-OFF talons on reverse side) Page Ona of Pages APPLICATION NO; 3 Distribution t1 APPLICATION DATE: 12/07/0f IZI OWNER PERIOD TO: 12/07/05 O ARCHITECT O CONTRACTOR FROM (CONTRACTOR) Robbins & Cowan, Inc. VIA (ARCHITECT) INVOICE NO: 3561 0 179 New York Avenue L. K McLean Associates. P.C. JOB s05-06 EZI Huntington, NY 11743 437 Soyth Country Road LKMA #D4050 CONTRACT FOR CONTRACT A Brookhaven NY 11719 CONTRACT DATE: 6124/05 CONTRACTOR'S APPLICATION FOR PAYMENT Apphoation is made for Payment, as shown below, in Connection with the Contract. Continuation Sheet, AIA Document G703, is attached. CHANGE ORDER SUMMARY Change Orders approved in previous months by Owner TOTAL Approved this Month ADDITIONS DEDUCTIONS Number Date Approved TOTALS Net change by Change Orders The undersigned Contractor certifies that to the best of the Coritractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment Here issued and payments received from the Owner, and that current payment shown herein is now due. CONTRACTOR: „ ROBBINS & COWAN, INC. ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising the above application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. 1 ORIGINAL CONTRACT SUM ....................................... $ 2,929,972.58 2 Net change by Change Orders .................................. $ 3 CONTRACT SUM TO DATE (Line 1 +2) ........................ $ 2,929,972.58 4 TOTAL COMPLETED & STORED TO DATE .................... $ 1,065,845.00 • (Column G on G703) 5 RETAINAGE: a. 5% %of Completed Work $ 53,292.25 (Column D + E on G703) b. _%of Stored Material $ (Column F on G703) Total Retainage (Line 5a + 5B or Total in Column 1 of G703) .................. 6 TOTAL EARNED LESS RETAINAGE ................. 7 LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) ..... 8 CURRENT PAYMENT DUE .............................. 9 BALANCE TO FINISH, PLUS RETAINAGE ......... ......... $ 53,292.25 .......... $ 1,012,552.75 ... I........ $ 618,399.65 .............. $ 394,153.10 ......... $ 1,917,419.83 (Line 3 less Line 6) State of: NEW YORK COUof Suffollk Subscribed and sworn to before me this la M day of 2005 Notary Public"_kuUl_'vui My Commission expires: �, y i�i13R�`r t c -A,11 �iCi 4W ,rYork AMOUNT CERTIFIED ................................................ (Attach explanation if amount certified differs from the amount applied for.) ARCHITT: By; 06 Date: III 13i&/ This Certificate is not negotiable. THFAMOUNT CERTIFIED is payable only tafthe Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA DOCUMENT 0702' APPL TION AND CERTIFICATE FOR PAYMENT' MAY 1983 EDITION 'AIA - 1993 0702.1983 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORKAVENUE, N.W., WASHINGTON, D.C. 20006 APPLICATION AND CERTIFICATE FOR PAYMENT - CONTINUATION SHEET APPLICATION NO: 3 APPLICATION DATE: 12/07)05 INVOICE NO: 2-61 TOWN OF SOUTHOLD CONTRACT A TRANSFER STATION AND RESIDENTIAL DROP-OFF JOB # 05-08 LKMS NO: 04050 ITEM DESCRIPTION OF WORK NO SCHEDULED VALUE WORK COMPLETED FROM THIS PERIOD PREVIOUS APPLICATION MATERIALS TOTAL PRESENTLY COMPLETED STORED AND STORED TO DATE % BALANCE TO FINISH RETAINAGE 1 GEN.COND.& MOBILIZATION $ 438,000.00 $ 328,500.00 $ 328,500.00 75% $ 109,500.00 $ 16,425.00 3 SITE DEMO -CONCRETE $ 152,000.00 $ 129,200.00 $ 129,200.00 85% $ 22,800.00 $ 6,460.00 4 SITE DEMO -BLDG STURCTURES $ 104,000.00 $ 104,000.00 $ 104,000.00 100% $ $ 5,200.00 5 SITE DEMO -SITE FEATURES $ 15,600.00 $ 7,800.00 $ 7,800.00 50%1$ 7,800.00 $ 390.00 6 BLDG. RELOCATION -ADMIN BLDG $ 39,000.00 $ 39,000.00 7 BLDG.RELOCATION-SCALEHOUSE $ 25,900.00 $ 4,035.00 $ 4,035.00 15% $ 22,865.00 $ 201.7 8 SITE EXCAVATION & GRADING $ 130,096.OP $ 32,524.00 $ 39,028.00 $ 71,552.00 55% $ 58,544.00 $ 3,577.60 9 PROPOSED SITE SANITARY SYSTEM $ 10,410.00 $ 3,123.00 $ 3,123.00 30% $ 7,287.00 $ 156.15 10 ROAD SYSTEMS -RCA SUBBASE MAT. $ 78,062.20 $ 78,062.20 13 SITE CONCRETE -CURB SYSTEM $ 82,836.00 $ 82,836.00 14 SITE CONCRETE -4" SIDEWALK $ 35,438.00 $ 35,438.00 15 SITE CONC.S"REINF.CONC. SLAB $ 13,455.00 $ 13,455.00 16 SITE CONC.B'REINF. CONC. SLAB $ 25,480.00 $ 25,480.00 17 SITE CONC. 10' REINF. CONC. SLAB $ 23,587.20 $ 23,587.20 18 SITE CONC10"REINF/C.SLAB W/HARD. $ 174,616.00 $ 174,616.00 19 SITE CONC. REINF. STRUCTURAL $ 218,400.48 $ 141,960.00 $ 141,960.00 65% $ 76,440.48 $ 7,098.00 20 SITE CONC. PRECST BLK RET. WALL $ 99,840.00 $ 49,920.00 $ 49,920.00 50% $ 49,920.00 $ 2,496.00 21 BLDG. STRUCT. TRANSFER STATION $ 744,049.20 $ 74,405.00 $ 74,405.00 10% $ 669,644:20 $ 3,720.00 24 500 GAL. WASTE OIL TANK $ 9,800.00 $ 9,800.00 25 SITE DRAI.STRUCT/RINGS. ETC. $ 124,000.00 $ 24,800.00 $ 49,600.00 $ 74,400.00 60% $ 49,600.00 $ 3720.25 26 SITE DRAIN.18" HDPE CORR DR.PIPE $ 41,600.00 $ 31,200.00 $ 31,200.00 75% $ 10,400.00 $ 1,560.00 SITE FENCING: 29 6 HIGH VINYL COAT FENCE & GATES $ 31,980,00 $ 31,980.00 30 4' HIGH VINYL COAT FENCE & GATES $ 11,024.00 $ 11,024.00 34 SCALE SYST.WIGHBRIDGE FURN&INET $ 100,200.00 $ 21,000.00 $ 4,050.00 $ 25,050.00 25% $ 75,150.00 $ 1,252. 35 6" BOLLARDS STEEL SUP.& 20' POLE $ 27,000.00 $ 10,800.00 $ 10,800.00 40% $ 16,200.00 $ 540. 36 STEEL STAIRS & RAILING $ 11,000.00 $ 11,000.00 37 RADIATION DETECTION SYSTEM $ 21,900.OD $ 21,900.00 38 METHANE DETECTION SYSTEM $ 12,300.00 $ -12,300.00 39 SCALE VIDEO MONITORING SYSTEM $ 19,000.00 $ 19,000.00 40 GAS VENT MODICICATION $ 9,900.00 $ 9,900.00 _ $ 9,900.00 100% $ $ 495.00 41 DOMESTICE WATER SERVICE COMPLT $ 50,000.00 $ 50,000.00 42 FIRE SUP.WATER WELL &EQPMT.COM $ 26,500.00 $ 26,500.00 43 FUEL DISPENSING SYSTM COMPLETE $ 11,600.00 $ 11,600.00 44 6" CR.STONE PVMTW/FILTER FABRIC $ 10,398.50 $ 10,398.50 2,029,972-68 '650047.00 'r4 $ 1 065 846.00 1 664127.68 $ 53,292.26 10 CONTRACTOR'S RIMEECATION This is to certify that all wages on account of labor performed upon the work of the 1fN� 0+ SOa'�l�+olA Jaw-i7,i AV4i0VN NAME OF PROJECT have been paid and materials used with the exception of the following amounts due and owing: INDIYIDVAL VERIFICATION STATE OF NEW YORK) i cou>zTY OF sVFFOLK) SS: i _ being duly sworn, depose and say; I have read the foregoing certification subscribed by me and made under Section 220(a) of the New York State Labor Law and know the contents thereof, and the same is true to my own knowledge. Signed Sworn to before me this day of '20 Notary Public CORPORATE VERIFICATION STATE OF NEW YORK) PSS: COUNTY OF SUFFOLK) = Richard T. Robbins being duly sworn depose and say: I am the Secretary/ Treasurer of Robbins & Cowan, Inc, a domestic Title Corporate Name (or',foreign) corporation making the foregoing statement; I have read the contents thereo the s me is true to my own knowledge. Sworn to befR re me this Signed /02 day of dat.- .6a, ' 20 Notary public ��— MELANIE L. SiAUDINM Notary Public, State of New YmA Com miaeion ExpNes No olvokm�r 3 �OOb El U.S. Department of Labor PAYROLL Employment Standards Administration (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) Wage and Hour Division Persons are not reuired to res nd to the collection of information unless it displays a current valid OMB control number. NAME OF CONTRACTOR O SCONTRACTOR% �XX ADDRESS OMB NO. 12 /Q �S Co H N • PAYROLL NO. 1 MCWRCT NO. NAME, ADDRESS, AND R s7l�,A OF EMPLOYEE WORK CUSSIFICAnON •' •�•' • - � 1I(NI s ����♦��r��������_ Em MENNEN We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructors, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of Information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N,W., Washington, D.C. 20210 Date ///sO'— 'Name of Signatory Party (Title) do hereby state: (1) That I pay or supervise the payment of the persons employed b OlE C'c� iW on the,, A/ `f--�l . (Contractor or Subcontractor) (Building or Work) that during the payroll period com encing on the f ww. 2 ,, day of nrV&-e,— Sp98 and ending the day of -dray ^14110ft— (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will be.made either directly pr indirectly to or on behalf of said from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),Issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHE RINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS - In a addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below: (c) EXCEPTIONS EXCEPTION�CRAFT EXPLANATION Remarks: NAME AND TITLE SIGNATURE THE WILLFUL FALSIFICATION OF AIVY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. .+ U.S. Department of Labor Employment Standards Administration Wage and Hour Division PAYROLL (For Contractors Optional Use; See Instructions, Form WH -347 Inst.) NAME OF CONTRACTOR U OkSUBCONTRAqTOR ,XX DIRE S ,, // - OMB NO. 12 K errs L- _ z7/4^rt✓t'v Cr.. /7�ur'wyS0-rri 7 % K3 We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 19 F OWN P)tOJICNTRCT NO. NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE WORK CLASSIFICATION lire©���/��� . ��■■ ' '� M' MV We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 19 F Date 1 Z o f I J toz game of Signatory Party (Title) do hereby state: (1) That I y or supervise the payment of the persons employed by lix ejco [� on the (Contractor or (Subcontractor) (Building or Work) ` (� dv that during the payroll period commencing on the 7 day of _4k)lz-and ending the /151 day ofJafq-� ,sS9— (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will ber//jade either dire tly or i irectly to or on behalf of said A%}Q from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHERE NGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below: (c) EXCEPTIONS EXCEPTION ;CRAFT) EXPLANATION Remarks: NAMEN ITLE SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. r L U.S. Department of Labor PAYROLL Employment Standards Administration (For Contractor's Optional Use, See Instructions, Form WH -347 Inst.) Wage and Hour Division Persons are not required to respond to the collection of information unless d dis is s a Currently valid OMB control number. NAME OF CONTRACTORSUBCONTRAC OR XX ADDRE$Z OMB NO. 12 cyQP,fco �LSAr/r�,✓� ' -r�I . ^ /1Lf3 PAYROLL NO. FORw EK ENDING: PR ECTBL CAT/ :�� / P JICNTRCT NO. AL... /-7 2apio ' /� /agar rn lin NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE ��1r�/ '�y�JL�la���uDEDUCTIONS �' ■■ mom in MENEM • NMI We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 7 Date I, /�c�✓d� L><r'>?.///� �P�� (b) WHERE FRINGE BENEFITS ARE PAID IN CASH Name o Signatory Party (Title) do hereby state: (1) The I pay or supervise t e payment of the persons employe I b G5Q2Je e G s on the (Contractor or Subcontractor) (Building or Work) Gyu that during the payroll period commencing on the _ day of and ending thea day of ti;IFt/,d, 2,"cGfb_ (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will be m9de either directly or indirectly to or on behalf of said from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U,S,C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHE FRINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: El - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below (c) EXCEPTIONS EXCEPTIONiCRAFT EXPLANATION Remarks: NAME AND TITLE ��)x'6 k� X), SIGNATYJ�E THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. i 0 U.S. Department of Labor PAYROLL Employment Standards Administration (For Contractor's Optional Use, See Instructions, Form WH -347 Inst.) Wage and Hour Division NAME OF CONTRACTOR = OR SUBCONTRACTOR U ADDRESS � OMB NO. 12 A %/ems PS'c® 4n4 We estimate that it will take an average of 66 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the Collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE �c�cyrri%© I1i6'imEi9r�:E�7 OMMENNE DEDUCTIONS Lot We estimate that it will take an average of 66 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the Collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 _ L cs Name of Signatory Party (Title) do hereby state. (1) That I, pay or upervise the payment of the persons employed by lyrEC-'u' C o on the 7 (Contractor or Subcontractor) (Building or Work) ��r6- lz_p _ that during the payroll period commencing on the L_ i day of and ending the day or*�' (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will be madt either directly or indirectly to or on behalf of said (Contractor or Subcontractor) from the full wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 2764 and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHER INGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below (c) EXCEPTIONS EXPLANA 5 f ATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE_ 0 U.S. Department of Labor PAYROLL Employment Standards Administration (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) Wage and Hour Division Persons are not reuied to ras and to the collection of information unless it displays a current valid OMB control number. NAME OF CONTRACTOR AO9�� SUBCONTRA OR rXX ADDRESS OMB NO. 12 / �lcR �s c� 2� � We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 10,00% WN NAME, ADDRESS, AND r©r.�©mom W-10MMIM. MEW DEDUCTIONS BMW=== We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 Date p (lair Z i �G�r v Name of Signatory Party (Title) do hereby state: (1).� Tppat I pay or suVervJ the payment of the persons employ bN f�lokeSco on to (Contractor or Subcontractor) (Building or Work) J? -�C that during the payroll period commencing on the day of per and ending the � day of d+�>G' -S, (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or /wiilll a made either /directly or indirectly to or on behalf of said / `6(i7C J cc L (/ ' from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHER RINGS BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: (b) WHERE FRINGE BENEFITS ARE PAID IN CASH - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION Remarks: NAME AND TIT �j SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. F STATE OF NEW YORK` DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR ], Thomas Zackman am an officer with the title NAME OF OFFICER of Member in the firm of R&L Well Drilling LLC and am authorized by that firm to sign and swear to the validity and accuracy of the statements below: (1) I pay or supervise the payment of laborers, workers and mechanics employed by R&L Well Drilling LLC onthe Southold Landfill project. During the payroll period commencing on the 10 day of November 20 05 and ending the 16 day of Nov. 2005 all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurate and conforms with the work he or she performed. Signed Title of Officer Name of Firm Address Sworn to before me this 22 dayof Nnv_ 2005 NOTARY PUBLIC OR OFFICIA UTHORIZED TO ADMINISTER OATHS Member R&L Well Drilling LLC 31 Union Ave,Islip,NY 11751 '4fJH_LLE JAMES NOTARY PUBLIC, STATE OF NEW YORK Na.0IJA8089317 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES MARCH 24,200 THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION U.S. DEPARTMENT OK�LABOR WAGE AND HOUR DIVISION PAYROLL (For Contractor's Optional Use; See Instruction, Form WH-3471nst.) F•.m AVR,w•d. BudE•1 Bun•u No. 4. 111, NAME OF CONTRACTOR t OR SUBCONTRACTOR R&L Well Drillin LLC _ AODNESS 31 Uni n Avenue Isli NY 11751 VAY11pLL NO. EER PINJE A(� T \ C(B) PROJECT OR CONTRACT NO. NAME. ADDRESS. AND SOCIAL SECUW1Y NUMBER OF EMPLOYEE 1 3 ezi €yya i;0 LO WORK CUSSIf1GTIOM M N) DAY AND DATE TOTAL HOlmi (6) FTE. OF PAY (n Goss AMDUM EARNED (0) oEoucnoxs 0) HET WAGES FOR�WEER h ',ll V F M ��{ T W ^ N �3 Irl,_ UG mpai WITH- HDEDINGTOTAL TAX St D15. � D[DUCf1016 NOURS WORKED HIGH DAY Phillip Zackman Jr. 122-60-2970 172 Dayton Avenue Manorville, NY 11949 ` 0 \ s Keith Zackman-842-78-4224 842 Aberdeen Rd. Bayshure, NY 11706 �p 0 _ 14l,,� rf` r.Cb '1G t s �J 23 Louis R. Corin -068-72-0723 17 Fm Avenue Sayshore. NY 11706 i�1 11�,,\� S� \ — 0 Clk �j5111 A0^ s .� 8� o s — o s 01 1 • S 0-4 s s s FORM WI1-].7 WW—FORMERLY SOL lBa.-PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS of Date A \—CC5 do hereby state: (1) That 1 pay or supervise the payment of the p`ertporls�empllo'y�ed by R&L Well Drilling LLC on tceraracw er subawd sled (ORK,lina ar rola that during the paym0\peerrM canmancing on the C-��-T�� day of 1,L1r 19_ and ending the an petsons employed en said project have been paid the fug weekly wages earned, that Do rebates have been or win be made elther directly or Indirectly to or on behati of said R&L Well Drilling LLC from the fug LCMraelar ar aWaMaracmd weekly wages arced by any Plasmas and that no deductions Larva been made aMberdkectiy or Indirectly from the lug wages "mad by any person, other than permissthk deductions as defined In Regulatiok Part 3 M9 CFR Subtitle A). issued M the Secretary of tabor miler the Copeland IzL as amended (48 Stat 948, 63 Stat 108. 72 Stat 967. 76 Stat 357; 40 U.S.C. 276c), and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above Period are correct and colnpkte; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained In any "go determination incorporated Into the contract; that the W ssificatiorn set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed In the above period are duty registerd in a bona fide apprenticeship program registered with a Stab apprenticeship agency recognized by the Bureau of Apprenticeship and Trafning, United States Department of tabor, or if no, such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of labor. (4) That (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS L] —In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed In the corAma have been or will be made to appmpriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ® ---Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payrolL an annount not less than the sum oli'the applicable bask hourly mage rate pals the amount of the required fringe benefits as listed In the contract. except a noted In Section 4(c) below. EXCEPTION (CRAFT) - --- EXPLANATION REMMKS NAME AND TITLE SIGNATVRE 5 \ THE WILLFUL FALSIFICATION OF ANY OF THE ABOVESTATEMENTS MA EJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION IMI OF TITLE ie AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE STATE OF NEW YORK DEPARTMENT OF LABOIT BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR 1, Thomas Zackman . am an officer with the title NAME OF OFFICER of Member in the firm of R&L Well Drilling LLC and am authorized by that firm to sign and swear to the validity and accuracy of the statements below: (1) I pay or supervise the payment of laborers, workers and mechanics employed by R&L Well Drilling LLC onthe Southold Landfill project. During the payroll period commencing on the 3 By of November 20 05 and ending the 9 day of Nov. 2005 , all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurate and conforms with the work he or she performed. Signed Title of Officer Name of Firm Address Sworn to before me this 17 day of Nov. 2005 O NOTARY PUBLIC OR OFFICIAL AUTH D TO ADMINISTER OATHS Member R&L Well Drilling LLC 31 Union Ave,Islip,NY 11751 MICHELLE JAMES NOTARY PUBLIC, STATE OF NEW YORK No,DIJA6089317 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES MARCH 24, 2007 THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION U.S. DEPARTMENT Oe!EABOR PAYROLL Form APPmv.d. WAGE AND HOUR DIVISION B,mi.l B.nm NP. - (For Contractor's Optional Use; See Instruction, Forth WH-347Inst.) NAME OF CONTRACTOR I OR SUBCOMMCTOR R&L Well Dr llinq LLC ADDRESS 31 Union Avenue Islio. NY 11751 PAYROLL NO. FOR CT T PROJECT OR CONTRACT NO. fU NAME. ADDRESS AND SOCIAL SECURfFY NUMBER OF EMPLOYEE Dew 9? o`zli a"y 08 fa) WORK - C1A55)FICATION F w (4) DAY AND DATE f3) TOTAL HOURS f6) RATE Or MY In GROSS AMOUNT EARNED DEDUCnONS 0) NET WAGES PAID FOR WEER h 3 IF IM T W SN FICA Mwimi WITµ HOLDING TAX Stat DIS. ns TOTAL DEDUMOM HOURS WORKED EACH DAY Phillip Zackman Jr. 122-60-2970 172 Dayton Avenue�� Manorville, NY 11949 \ s Keith Zackman - 842-784224 842 Aberdeen Rd. Bayshore, NY 11706 1J `\�` D q15+ t� a� \� olp.� qj\•�` �G, s Lours R. Corsird - 068.72-0723 17 Fern Avenue Sayshore. NY 11706 � O ' 0 S1 0 IS 0 • S s S s FOR. Yos..M7 (JIM—FORMERLY SOL IRA—PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS Date , ,_ 1 -� do hereby state: (1) That 1 pay a suPa"Ase the payment of the persons employed by R&L Well Drilling LLC mum Lp(1&�t, I (Car4racNr w auera4rected that during the Payroll period commencing on U. —41 (nW Wkla w Tvp day a 19 — and ending the an persons employed on said Project have been paid the fug we" wage, mmed, that Be rc-0ate, haw been or will be made elUar directly or Indirectly to or on babeff of said R&L Well Drilling LLC tcal4..nor ar aabewBracled from the tut weekly wages "nod by any person and that m deduCtIOM haw been made e8herdiractly or b6lrectly ban the fug wages arced by airy pefson, other than permissible deductionu-degned In Ragulaliais, Part 3 (29 CFR Subttte A). issued by ted Seaet-y of labor ander the Copeland &% as amended (48 Stat 948, 63 SUL 108, 72 Start. 967. 76 StaL 357. 40 U.S.C. 276c). and described llelow: - .. (2) That any payrolls otherwise under this contract required to be submitted for the above Period am correct and complete: that the wage Was for laborers or meldanks Contained therein are not less than the applicable wage rates Contained In any wage determination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work III e Performed. app (3)ntiThat arry aPPrentices emptoyed in the above Period an duly egisterd in a bona fide p program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of tabor, or H ro such recognized agency �jsts in X State, Department of taborr. registered with the Bureau of Apprenticeship and Treining, United States (4) That (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PUNS, FUNDS, OR PROGRAMS An addition to the basic hourly wage rates paid to each laborer or mechanic listed In the aboVe referenced payroll, Payments of fringe benefits as listed In the coctmo have been or VIII be made to appmpdate programs for the benefit of such employees, except as noted In Section 4(c) below. (b). WHERE FRINGE BENEFITS ARE PAID IN CASH ® —Each laborer or mechanic listed M the above referenced payroll has been paid, as Indicated on the PsYmk an amount not Was than the sum oi'the applicable bask hourty Wage rale Plus the amount of the required fringe benefits as listed In the contract ascePt a rrobd lo Section 4(c) below. (C) EXCEPIIONS EXCEPTION (GRAFI) ---- EXPUlNATION REMARILS NAME THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTSUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL V BOSECUTION. SEE SECTIO 1 OF TITU le AHO SECTION 211 OF TITLE 32 OF THE UNITED STATES WOE. STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR I, am an officer with the title NAME OF OFFICER p of d Z S,tQ, % in the firm of �--d.� and am authorized by that firm to sign and swear to the validity and accuracy of the below: (1) I pay or supervise the payment of laborers, (workers and mechanics employed by IW S�.A.wcft�z �' onthe )'Dwi.04 project. During the payroll period oc mmencing on the 1 - day of of w 20 os and ending the ll — day of I W 20 C5 , all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurateand�onforms with the work he or she performed. /� Signed Title of Officer / t e 5 I Cu Name of Firm i Address Sworn to before me this y day of— 20 6 THERESA E. EDV117DS Notary Pubic, St dz,,w York No. 50? �Falk Qualified in Suffolk County NOTARY PUBLIC OR OFFICIAL AUTHORIZED TO ADMINISTER OATHS Commission Expires March 29, 20 THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION. AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION BuDepartment eau w Public hor WEEKLY PAYROLL Bureau of Public Work For Contractor's Optional Use. Use of this form meets payroll notification requirements as stated on the Payroll Records Notification NAME OF CONTRACTOR❑ V SUBCONTRACTOR 0Y c , ADDRESS ��m� yl,l�l� OI �vvr FEIN FOR WEEK END NG s PROJECT AND LOCATION (� o} PROJECT OR CONTRACT NO. (1) • NAME, ADDRESS, SOCIAL SECURITY NUMBER OF EMPLOYEE (1) NO. OF WITH. HOLDINGS (5) WORK CLASSIFICATON 5T OR OT (4)DAY AND DATE (5) TOTAL HOURS (6) RATE OF PAY (7) GROSS AMOUNT EARNED (q DEDUCTIONS NET WAGES PAIR FOR WEEK n ll 'N i Ir y� w� lib ll II' FIC0. WITH -HOLDING TAX OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DAY aCk �ros 61 � � 5 0 ' 3 a(n�.q 3�07G1 its � 1 z o a�Jo ; Cr wa SIL Ick�.tef a P 3S �3zla. �d ilSsl 14F1 3-m40 3sbSc oh'1�� (o171f�91a� C( s 0 �g k •tcli 1ll3i 0 y� 5C troS D76.9�-9d��, 4105 -01"C,2 n: � s 0 — 34� lA-3,1q Rt( 5� 0.53 77t 7,5& .. D ��-:..(z-L6.i+�t-1�S�1 I �J c✓rr%n ' �z �� I lljy (!�d j s 0 F — 3J 3'47 �a�,3ay 9G Ila Sly 1 Go � 77F �%S—) �" riZ Ec-.ukiZ 5i�"73-Zii -190 �uI`+C 5 7 Ow s — So s'� 71¢1 i 1� ilk 3 -if S 0 I-VIZIN-UU) THIS CERTIFI ATION UST BE COMPLETED ON EACH WEEKLY PAYROLL FORM USED BY THE CONTRACTOR OR SUBCONTRACTOR Dale �i�t Doc, ne� , n5V _ (Name of signatory (Title) do hereby state: rt, (1) that I pay or supemse the payment of the persons employed by hat ng the ppyroll period co mencing on the 1�=day of , 20 and ending the ( ay of ,>r,, 20� all persons employed on said project have been paid the full weekly +vages ea ed, that nmrebates have been or w)A,,be made either directly or indirectly to or on behalf of said from the full (Contractor or weakly wages earned by any person and that no deductions have been made wither directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Articles 8 and 9 and described below: (2)That any payrolls submitted for the above period are correct and complete; that the wage rates for laborers, workers, or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer, worker or mechanic conforms with the work he/she performed. (at any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training. United States Department of Labor, or if no such recognized agency exists in a State, are ,egistered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4)That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS t$ - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above re erenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate program for the benefit of such employees, except as noted in Section 4(c). (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ • Each laborer, worker, or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate the amount of the required fringe benefit as listed in the contract, except as noted in Section 44 below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION I REMARKS: SIGNAT THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION (SEE ARTICLES S AND 9) STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR I, Thomas Zackman am an officer with the title NAME OF OFFICER of Member in the firm of R&L Well Drilling LLC and am authorized by that firm to sign and swear to the validity and accuracy of the statements below: (1) I pay Or supervise the payment of laborers, workers and mechanics employed by R&L Well Drilling LLC onthe Southold Landfill project. During the payroll period commencing on the 3 day of November 20 05 and ending the 9 day of Nov. 2005 , all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurate and conforms with the work he or she performed. Signed Title of Officer Member Name of Firm R&L Well Drilling LLC Address 31 Union Ave,Islip,NY 11751 Sworn to before me this 17 day of Nov- 2005 O` NOTARY PUBLIC OR OFFICIAL AUTH07 TO ADMINISTER OATHS MICHELLE JAMES NOTARY PUBLIC, STATE OF NEW YORK No.OIJA6089317 QUALIFIED IN SUFFOLK COUNTY MYCOMMISSION EXPIRES MARCH 24, 2001 THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION Date� , — `-) —Q do hereby state: (1) That I pay or supervlse the payment of the persons employed by R&L Well Drilling LLC on the ftt 1 t 1J` WO d T� fea+l.ebr w .aaeonlrarted fRMlwws ar.wkl �,,� Q _ ' that during the payroll period commencing on Via « M x`ccl�P s>gaa° end endk g the `3 d.y «`1'tY'�,"R all poison employed on oak project have been paid aro full weekly "gas esnfad. that no rebates have been or will be meds eftar directly or kNEirecay to or on behalf of mid R&L Well Drilling LLC from the full 10,wit ate, or subcaNracted weekly wages named by any Person andthat to deduction have been nude eitlrordirectly orbldtrectly from the full wages eamed by any person, ether than permissible deductiena as -defined in Regulatlocis, Part 3 (29 CFR Subtitle A). Issued by the Secretary of Labor under the Copeland let, as amended (48 SWL 948. 63 Stat, 108, 72 Stat 967; 76 Stat 357; 40 USC. 276c), and described below. (2) That any Psyrods Otherwise under this Contract required to be submitted for the: above period are correct and complete; that the wage rates for laborers a mechanics contained therein are not less than the applicable wage rates cerrianed in any wage detenninatbn k mrpomttd Into the contract: that the classifications sat forth therein for each laborer Cor mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registem In a bona fide apprenticeship Program registered With a State ePprenticeship agency moogntzed by the Bureau of Apprenticeship and Training, United States Department of tabor, or it no such recognized aCency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of tabor. (4) That (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PUNS, FUNDS, OR PROGRAMS Ej ---In addition to the basic hourly wage rates paid to each taborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed In the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted In Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ® --Each laborer or mechanic listed In the above referenced payroll has been paid, as hldicated on the payroll, an amount not less than the sum of "the applicable bask hourly wage rate phfs the amount of the required fringe benefits as listed In the contract, except as noted In Section 4(c) below. (c) (DWEP(IDNS EXCEPTION (CRAFF) _ EKPLANA110H REMMIns NAME AND TITLE SIGNATU . meumnber THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENT SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUN. TIOSEE SECTIO L Of TITLE 16 AND SECTION 131 Of TITLE 31 OF THE UNITED STATES COOL U.S. DEPARTMENT OK!UeDR PAYROLL ro.m ARe—d. + WAGE AND HOUR DIVISION BWF.t a... N.. 4. 1,m (For Contractor's Optional Use; See Instruction, Form WH -347 Inst,) NAME OF CONTRAC OR tj OR SUBCOMMCTOR R&L Well Drillinq LLC ADDRESS 31 nion Avenue Islip, NY 11751 PAYROLL NO.iOR CT L T PROJECT OR CONTRACT NO. (q rtAME- "DRESS. AND SECURITY HVYBFA OF EMPLOYEECUSSIFICATION y .� ort i3G D) WORK (4) DAY AND DATE (S) TOTAL HOUI)S (S) KATE Oi IAY T AMOUNTGROW EARNED (C) DEDUCTIONS 0) NET WAGES PAID FOR WEE]( h F M T W FICA WITI4 HOLDING TAX Stilt DIS. OTHER ].ns. TOTAL DEDUCno)IS HOURS HOURS WORKED EACH DAY Phillip Zackman Jr. 122-60-2970" 172 Dayton Avenue Manorville, NY 11949 \ . s Keith Zackman - 842-78-4224 842 Aberdeen Rd.`\�\ Bayshore, NY 11706 �J D 0.!'m _ �{ •1 a`'�� o� $�� �GJ CP s Louis R. Corsini - 068-72-0723 17 Fern Avenue Bayshore. NY 11706 � �ff ` _ O s Q Uo- � 1�-fro �'a.�� �� ,l0✓ �� \� _ o S O s o • S s S s FORM YYNJ17 (1/65)—FORMERLY SOL I84—PURCHASE THIS FORM OfRECTLY FROM THE SUPT. OF DOCUMENTS STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK x408 1NS & Ci )WAW lK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR I, NAME OF OFFICER am an officer with the title of i CL �)1o&x in the firm of and am authorized by that firm to sign and swear to the validity and accuracy of the below: (1) I pay or supervise the payment of laborers, workers and mechanics employed by to12Q�r_aae �S�ct i es �e, d nk����tt�t' tithe project. During the, payroll pe d co1mmencing on the 21day of ri e 20G and ending the _1, day of_ �� all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurateanOnforms with the work he or she performed. / Sworn to before me this i NOTARY PUBLIC OR OFFICIAL AUTHORIZED Signed Title of Officer Name of Firm Address 'r ",-', E. EDWARDS (Votary }IL.,,.�" ,��.',� or New York S4 TO ADMIM R6b'Fltfii Expres March 2County --a/ A fl THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION Department of Labor Bureau of Public Work WEEKLY PAYROLL For Contractor's Optional Use, Use of this form meets payroll notification requirements as stated on the Payroll Records Notification NAME OF CONTRACTOR SUBCONTRACTOR.( ADDRESS FEIN FOR WEEK ENDI G �� PROJECT AND LOCATION PROJECT OR CONTRACT N0, (1� ��-�.g�CsG a o� o •n � l ahs �� i a� D�t-F It) (�1 hI FAI DAY AND DATE la) 1E) IT) (I)DEDUCTIONS NET NAME, AODR11% SOCIAL SECURITY NUMBER • NO, WITH WORK ST OR TOTAL RATE GROSS AMOUNT WASES PAID PAID FOR h yt I y 4'w S f I WITH'HOLOING TOTAL OF EMPLOYEE HOLDINGS CLASSIFlCATION OT /) I 11 D�11 a3 I' Y II HOURS OF PAY EARNED FICA TAX OTHER DEDUCTIONS WEEK HOURS WORKED EACH DAY ��z L r res 1a11 � 4Ji 1r�� i o 16 jjq7 1a¢ L 1136 S,Diry Y K 137r�Jf �. �� g� - ' S71S� .a9a 1�4� rjldT l,ttn�` ;1 �dY uiZll.p., 0 a — — — g d 3.� a�' 173 13•iS ':r' n (; 1Tl`Sa zL 1 t I% ��I� .��d� lot-) �.� l . ,� S h° - — — — d�3� �� �'' ' 3� I�� 41X I1,4 0 nv 4Lw o R p9 XT�4" •v,,1ke a I I 17 6 o7E+J a y} a 447 AI jai 4PT' 5S3 4)43 els I 9�?� T o .il d �.. ; z t# -q 0I i a — v7�4i_ 1 P31 �3y.;P }� IYI`q"'Ile- A1(1� 4p 0 a P 13547 310- 73 1) J 63 !u 0117 W4' rkAl O q n 40 2 t j , u �5� PPvv(6-00) Department of Labor Bureau of Public Work •3i v owl WEEKLY PAYROLL For Contractor's Optional Use. Use of this form meets payroll notification requirements as stated on the Payroll Records Notification NAME OF CONPTCTOR ❑ 1 SUBCONTRACTOR' 0�a ADDRESS FEIN FOR WEEK NDIN � I oS PROJECT AND LOCATION (� w a� �/U-^' OW PROJECT OR CONTRACT NO. 0 4z NAME,AODRE55,SOCIAL SECURITY NUMBER OFEMPLOYEE • 12) No. WITH HOLDINGS Is) WORK CLA55KICATON ST OR OT (4)DAY AND DATE (5) TOTAL HOURS (6) RATE OF PAY p) GR055 AMOUNT EARNED (9)DEDUCTIONS (9) NET WAGES PARI FOR WEEK "41 �ACj� i1 II it I \ ( FICA WITN.HOLgNG TAX OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DAY 6 7� t 3E� ( o �,,,FI �sa.��� , �� �� It •s R 0S � 7 7 07 1�79y' i�06� �l6 � d��" 6i��� 4.�r��' 0 s 0 s 0 • s 0 s 0 S 0 s D it s 0 PYv1—,(&-DDj THIS CERTIFICA ON MUST BE COMPLETED ON EACH WEEKLY PAYROLL FORM USED BY THE CONTRACTOR OR SUBCONTRACTOR Date i OG/o( f (b) WHERE FRINGE BENEFITS ARE PAID IN CASH 1) (Name of signatory party) (Title) J do hereby state: (1) that I pay or supe Ise the payment of the persons employed by -4— 12.r Il (Contradtor or Subcontractor) rha. the payroll period c5nr mencing on the (� S day of 20 CS, and ending the y , of n;; v , 20 S , all persons employed on said project have been paid the full weekly wages eamed, t at no rebates have been or will be made either directly or indirectly to or on behalf of said �a Pn l �>✓�� 2 from the full Contractor or Subcontractor) veakly wages earned by any person and that no deductions have been made wither directly or indirectly rom the full wages earned by any person, other than permissible deductions as defined in Articles 8 and 9 rid described below: (2)That any payrolls submitted for the above period are correct and complete; that the wage rates for borers, workers, or mechanics contained therein are not less than the applicable wage rates contained in iy wage determination incorporated into the contract; that the classifications set forth therein for each borer, worker or mechanic conforms with the work he/she performed. Nleany apprentices employed in the above period are duly registered in a bona fide apprenticeship ogram registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and aiRing. United States Department of Labor, or if no such recognized agency exists in a State, are :gistered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4)That (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above reverenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate program for the benefit of such employees, except as noted in Section 4(c). ❑ - Each laborer, worker, or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate the amount of the required fringe benefit as listed In the contract, except as noted in Section 4© below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS: SIGNATURE FL f THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION (SEE ARTICLES 8 AND 9) STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR lYlaOhi V -)a I V'Ae.J n 1 ' NAME OF OFFICER of iz � 1 lam„)' in the firm of am an officer with the title and am authorized by that firm to sign and swear to the validity and accuracy of the below: (1) I pay or supervise the payment of laborers, workers and mechanics employed by (� on the ,9�o n s'LKc1eQ lf�uble/�d �e1"�'"�F project. ng the payroll perio commencing on the p day of o 20� and ending the a' B day of_20 o,_, all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) . The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurate and conforms with the work he or she performed. Signed Title of Officer Name of Firm Address Sworn to before me this y of 2� THERESA E. ED �-Y-- Notary Publioof New, State of New York No. 5010304 Qualified in Suffolk County NOTARY PUBLIC OR OFFICIAL AUTHORIZED TO ADMINISTER OATHS Commission Expires March 29,20 ,)qd THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAr. PRncR!'UTinN Department of Labor WEEKLY PAYROLL Bureau of Public Work For Contractor's Optional Use. Use of this form meets payroll notification requirements as stated on the Payroll Records Notification G NAME OF CONT CTOR ❑ � SUBCONTRACTOR*0 A ADDRESS 1 L IZ-t � I 11176 / , / N _ 1 FEIN FOR WEEK ENDIN + / PROJECT AND LOCATION PROJECT OliIICONTRACT NO. 1•! Ui NAME, ADDRESS, SOCIAL SECURM NUMBER OFEMPLOYEE • III NO. OF WITH- HOLDINGS (3) WORK CLASSIFICATION ST OR OTHOURS (4)DAY AND DATEIS) TOTAL (6) RATE OFPAY (7) GROSS AMOUNT EARNED (I)DEDUCTrONS NET WAGES I FOR FICA WITHHOLDING TAX OTHER TOTAL DEDUCTIONSWEEK IIIUI. HOURS WORKED EACH DAY al'��,���.�`!" u���_�a�} InJ •' o '` �, �' �4�' t�i8� 1��� �n93b• �e ias�4 ll.>}�6 I�L;w 0,w� yocA It I""r Z+n,t1 s D X03 IaI�.GOidF� I` 1# 43 43 /ti A Tr Lv� �rc C13,�4��� s f� - — �d7 tOS ���C �D�d'1 Iia { IS63 31d�'3 ��F�� ��7�� 6�DI o — — 34 �'�7�3' _ ssia- ISd- I C( ray DW^Z B D 1 �i� W7da5 tlal, X313 3�to 1 1�61� ��d7 sal -7 S 1517 a -A 1 4 j Ly 4 21' � L g 4I S •r�',5 5C r Z l er S 1 7 3 ado f6' ,110L6);—'A:) an �4 p v 130 1sb f s 0 s a PVV+ 8 -OG THIS do hereby slate: MUST BE COMPLETED ON EACH WEEKLY PAYROLL FORM USED BY THE CONTRACTOR OR SUBCONTRACTOR of signatory party) (1 that I pay or supervise the payment of the persons employed by 1�4 l x c (-t-.� .. a t,CCn (Contractor Subcontractor) that, diiW tne-Rayroll period commencing on the -)fday of I "r 120 05 and ending the of t • A , 20 0j , ail persons employed on said project have been paid the full weekly wages e rued, that norebateshave been or will be made either directly or indirectly to or on behalf of said tA�5L V D IY from the full (Contractor or Sub ntractor) wsek{y ,wages earned by any person and ihat no deductions have been made wither directly or indirectly fro a tire full wages earned by any person, other than permissible deductions as defined in Articles 8 and 9 and described below: (2)That any payrolls submitted for the above period are correct and complete; that the wage rales for 'aborers, workers, or mechanics contained therein are not less than the applicable wage rates contained in -ny wage determination incorporated into the contract; that the classifications set forth therein for each aborer, worker or mechanic conforms with the work he/she performed. (30 any apprentices employed in the above period are duly registered in a bona fide apprenticeship rogram registered with a Stale apprenticeship agency recognized by the Bureau of Apprenticeship and Iraining, United States Department of Labor, or if no such recognized agency exists in a State, are egistered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4)That. (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above eferenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate program for the benefit of such employees, except as noted in Section 4(c). (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ - Each laborer, worker, or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate the amount of the required fringe benefit as listed In the contract, except as noted in Section Q below. (c) EXCEPTIONS EXCEPTION {CRAFT) - EXPLANATION REMARKS: SIGNAT E THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION (SEE ARTICLES 8 AND 9) L1I&A • Srutht ountly Rn.l Lto..A ii. 'w Y��d: 11114 (1,31) 2M-8008 • I'AX 163112Re-h 1 I 1 Et1GENE F. DALY, RE, P.T.O.E"', PRESIDEN'T and C-E.O. RAYMOND G. Di81ASE P.E., P.T QE."', EXF0I7I'VFVlCF PRESIDENT JOSEPH F. CLINE, P.E.. VICE PRESIDENT ROY R. FULKERSON, P I S VICE PRE,SIDENT ALBERT T DAWSON, P.E_ VICE PRE SIDFN. i Town of Southold Department of Waste Disposal 53095 Main Road Southold, NY 11971 Attn: Jim Bunchuck, Solid Waste Coordinator ,�1c�T_,vitie . is,sewiates, P.C. December 8, 2005 I..1 INi111, 11NG ( NUNCt':RS Associates CHRISTOPHER F. DWYER JAMES L DeKONING, P.E. ROBERT A. STEELE, PE C COPI' Re: Town of Southold — Transfer Station Construction & Site Improvements Project Letter recommending "Partial Payment Request #1 " to Hawkeye Construction LKMA No. 05-067 Dear Mr. Bunchuck: We are in receipt of the first partial payment request from Hawkeye Construction LLC for the above referenced project. The work has been performed in accordance with the Plans and Specifications, and we are in agreement with Hawkeye Construction as to the extent of the completion of work as outlined in their payment application. Payment to the Contractor is recommended in the corrected amount of $13,347.50 ($14,050.00 less 5% retainage) for this requisition No -1. Enclosed please find the following: 1. Town of Southold — Standard Voucher in the corrected amount of $13,347.50 2. Engineers Partial Payment Certification 3. Contractor's Verification Affidavit 4. AIA Documents G702 & Continuation Sheet G703 5. Certified Payroll Records (Hawkeye Construction) — 9/18/05 to 10/09/05 If this payment request meets with your approval, please sign the attached Payment Voucher and forward this payment package to the Department of Accounting & Finance for further processing. Please keep the payment package stamped "COPY"for your records. If we can be of any further assistance in the processing of this payment, please contact this office. Enc.: (5) Cc: Southold Town Board Southold Town Clerk w/enc. Very truly yours, Christopher F. Dwyer Associate Jim Kennedy, Hawkeye Construction LLC w/enc. John Cushman, Department of Accounting & Finance (original payment package) LKMA File w/enc. Hawkeye Construction #1 Page I of 2 0 Founded in 11)50 LURAL. K. Mptrim PARTIAL PAYMENT CERTIFICATION Associates, PC PROJECT TITLE: TOWN OF SOUTHOLD — TRANSFER STATION CONSTRUCTION & SITE IMPROVEMENTS PROJECT LKMA PROJECT NO: 05067 CONTRACT: "D" AMOUNT DUE THIS PAYMENT: $13,347.50 BETWEEN: HAWKEYE CONSTRUCTION LLC, AND THE TOWN OF SOUTHOLD I, L. K. McLean, Consulting Engineer for the Town of Southold, do hereby; certify that the work listed in the attached PARTIAL PAYMENT REQUISITION has been completed in accordance with the Plans and Specifications made part of the Contract between HAWKEYE CONSTRUCTION LLC and the Town of Southold, and certify that this work has been completed satisfactorily and has been received by the Town of Southold. DATED: PAYMENT NO AMOUNT: December 7, 2005 I $13,347.50 L. K. McLean Associates, P.0 Consulting Engineers Town of Southold Hawkeye Construction 71 Page 2 of 2 ze•d Idlol • V4.- VP -c a i . a i rRui'i. To: S: 1 •747 3651 P, c '2 CONTRACTOR'SNVERi ZCAT7ON This is td certify that all wages on account of labor performed upon the work of the & ThXt6 �rjLe-- NAME OF PROJECT have been paid and materials used with the exception of the following amounts due and owing: rMXX Q1D 4L —VXR LCAT QV .STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) I , being duly sworn, depose and say: I have read the foregoing certification subscribed by me and made under Section 220(x) of the New York State Labor Law and know the contents thereof, and the same is true to my own knowledge. Signed Swornto before me this day of , za Notary Public CQ' W—FATE VERIFICATION STATE OF NEW YORK) SS: COUNTY OF�SUFF0LX) �1 I, ijedA� . kk*A--- being duly sworn depose and say: I am the Vat, P�%SIs4AAT of �.�i 44.L.. a domestic Title Corpora-ce Name (or foreign) corporation making the foregoing statement; I have read the contents t7he ana the same is true to my own knowledge. je,,j d Swo to of a me this 7LM y f 204 CUNNINGHAM Naie.Sate,fNew York cst't9e"Euff'�!Y, Coumu >.[M 170'd TSB£ LtG T£9 3AaMMUH 9z:0T S00Z-60-33G APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUMENT G702 PAGE ONE OF 3 PAGES TO: Town Of Southold PROJECT: APPLICATION NO. 1 Distribution to: 702.50 _ P.O. Box 1179 Renovations Q Southold 1=1 OWNER 13,347.50 •; Southold, NY 11971 Transfer Station PERIOD TO: Nov.21, 2005ARCHITECT ,($f 4 7. LESS PREVOUS CERTIFICATES FOR PAYMENT CONTRACTOR FROM Hawkeye LLC. VIA: LKMA ARCHITECT'S O - 100 Marcus Blvd 437 South Country Road LKMA 13,347.50 ,' Hauppauge, NY 11788 Brookhaven, NY 11719 $ 129,402.50,.' (Line 3 less Line 6) PROJECT NO. LKMA No. 04050 CONTRACT FOR: CONTRACT DATE: July 19,2005 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment as shown below, in connection with the Contract Continuation Sheet AIA Document G703, is attached. CHANGE ORDER SUMMARY 1. ORIGINAL CONTRACT SUM ........................................................ $ 142,750.00 Change Orders approved in ADDITIONS DEDUCTIONS 2, NET CHANGE BY CHANGE ORDERS ........................................ $ - pr 'ous months by Owner 3. CONTRACT SUM TO DATE (LINE 1 ±2) .................................... $ 142,750.00✓ TOTAL 4. TOTAL COMPLETED AND STORED TO DATE ......................... $ 14,050.00✓ (Column G on G703) Apsi this Month 5. RETAINAGE: Number Date Approved a. 5% of Completed Work $ Column D + E on G703 b. -% of Stored Material $ (Column F on G703) The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were Eo W. CUNNINGHAM issued and payments received from the Owner, and that current payment O/ Public, Stele of blew York herein is now due. No.A857341 /J OusliSed im BufiC!>! Courty FACTOR �II, lilili Cor nrdi�c r;n ,expires Apr;i 28\, J� B '�' Date: v"6/d U Z2, 'ZOt)S with the Contract Documents, based on on-site Total Retainage (Line 5a + 5b or Total in Column 1 of G703) ........................................ $ 702.50 _ 6. TOTAL EARNED LESS RETAINAGE .......................................... $ 13,347.50 •; (line 4less Line 5 total) 7. LESS PREVOUS CERTIFICATES FOR PAYMENT (LINE 6 FROM PRIOR CERTIFICATES) ................... $ - 8. CURRENT PAYMENT DUE ........................................................ $ 13,347.50 ,' 9. BALANCE TO FINISH, PLUS RETAINAGE ................................. $ 129,402.50,.' (Line 3 less Line 6) State of: � jE w y -o �� County of: Subscribed and sworn to before me this 2', Notary MCommissi on Expires: observations and the data comprising the above application, the (Attach explanation if amount certified differs from the amount applied for.) Architect certifies that the Owner to the best of his knowledge, informa- ARCHITE T: tion and belief the Work has progressed as indicated, the quality of By: Date: r �P 2, r j the Work is in accordance with the Contract Documents, and the This certificate is not neg fable. The A UNT CERTIFIED is payable only, to the Contractor is entitled to payment of the AMOUNT CERTIFIED. Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA DOCUMENT G702 • APPLICATION AND CERTIFICATE FOR PAYMENT • MAY 1983 EDITION AIA"©1983 'THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 G703-1983 CONTINUATION SHEET AIA DOCUMENT G703 (Instructions on reverse side) PAGE 2 OF 2 PAGES AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NUMBER: Contractor's signed Certification is attached, In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: Use Column 7 on Contracts where variable retainage for line items may apply APPLICATION DATE: ARCHITECT'S PROJECT NO: B C D E F G H DESCRIPTION OF WORK NO. SCHEDULED VALUE WORK FROM PREVIOUS APPLICATION D + E COMPLETED THIS PERIOD MATERIALS PRESENTLY STORED (NOT IN TOTAL COMPLETED ANDSTORED TO DATE (D+E+Fl % (G+C) BALANCE TO FINISH (C - G) RETAINAGE 1 I General Conditions & Mobilization 10 100.00 1 5,050.00 5,050.00 50%1 5,050,00 252.50 2 Proposed 60OAmp Electrical Service 32 000.00 2500.00 250000 8% 29 500.00 125.00 3 Transfer Station Interior Electric 55 500.00 0% 55 500.00 4 Weigh F cility Electric 8,200.00 2,500.00 2,500.00 30% 670000 125.00 5 Administration Building Electric 10,100.00 0% 10 100.00 6 Home Exchange Electric 4,300.00 0% 4,300.00 7 Exterior Building Electric 5,000.00 0% 5,000.00 8 Fuel Dispenser Electric 4,050.00 1 1,000.00 1,000.00 25% 3,050.00 1 50.00 9 Electric To RPZ Vault 2,100.00 1,50g.00 1,500.00 71% 600.00 75.00 10 Attendants Booth Electric 4,100.00 0% 4,100.00 - 11 Emergency Generator Electric 7,300.00 1,50D.00 1,500.00 21% 5,800.00 75.00 TOTAL 142,750.00 14 050.00 14 050.00 128,700.00 702.50 AIA DOCUMENT • APPLICATION AND CERTIFICATE FOR PAYMENT • MAY 1983 EDITION • AIA"© 1983 THE. AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 G703-1983 CL -05-217 Dare/(/ov,tmsr- 22, 2a0s I RICHARD NEUGEBAUER VICE PRESIDENT INAMe of Slgnalory PaNy) (Ties) do hereby stale: (1) That I pay or supervise the payment of the persons employed by Hawkeye, LLC On the (Contractor or SaO Faclur` Town of Southold Landfill Transfer Station _ > ; that during the payroll period commencing on the -fN (Building or Work) 1'/ p� _/r"� day of AL&I ri.,2, 2005 and en7ing the /� day of c.�0 *4 2005 all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said Hawkeye, LLC from the lull (Coneaclar or Suba9nxs91ar) weekly wages earned by any person and that no deductions have been made either directly or Indirectly from the full wages earned by any person, other than permissible deductions as defined In Regulations, Pad 3 (29 CFR Subtitle A), Issued by the Secretary of Labor under the Copeland Act, as amended (48 Slat. 940, 83 Start. 108, 72 Stat. 967; 78 Slat. 357; 40 U.S.C. 278c), and described below: �(2) That any payrolls otherwise under this contract required to be submitted for the above period are nect and complete; that the wage rates for laborers or mechanics contained therein are not less than the pplloable wage rates contained In any Wage determination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed In the above period are duly registered In a bona Inde apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, Unified Stales Department of Labor, of it no such recognized agency exists In a State, are registered with the Bureau of Apprenticeship and Training, United Slates Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS \ VL! — In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of tdnge benefits an listed In the contract have been or will be made to appropdale programs for the benefit of such employees, except as noted In Section 4(c) below. (b) WHERE FRINGE BENEFITS APO PAID IN CASH 0 — Each laborer or me hanlc listed In the above referenced payroll has been paid, as Indicated on the aymll, an amount not lase than the sum of the applicable basic hourly wage rto plus the amount of the required fringe benefits as listed In the contract, exc pl as noted In Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) I I EXPLANATION NAME AND TITLE 110 T RICHARD NEUGEABAUER I VICE PRESIDENT THE WILLFUL FALSIFICATION OF ANY OF TryIE ABOVE STATEMENTS N#Y SUBJECR THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 1e AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. U.S. e.P.o.NOOT 619.061 HAWXEYE CERTIFIED PAYROLL REPORT JOE #: CL -05-217 FOR THE PERIOD ENDED: 09/18/2005 NAME / ADDRESS / SOCIAL SECURITY HOURS RATE RU ROVEN AS REG 5.00 25.80 30W0; nS BT1EVd OT 0.00 East Islip BY 11730 063-72-5795 EXEMPTIONS 0.00 Male Hispanic GROSS MON TUE WED THU FRI SAT SUN 1032. SIT 0.00 0.00 5.00 0.00 0.00 0.00 0.00 OIT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DATE: 10/03/2005 PAGE: 1 EARNINGS THIS JOB 129.00 FICA FWT ENT CWT DBL UNION OTHER MET PAY 78.94 182.91 53.87 0.00 0.60 30.95 0.00 684.73 VISNEFSXY; EUGENE FM REG 5.00 45.50 EARNINGS THIS JOB 227.50 PO BOX 457 OT 0.00 SHOREHAM NY 11786 101-42-6521 EXEMPTIONS 0.00 Male Caucasian GROSS FICA FWT SWT CWT DEL UNION OTHER NET PAY MON TUE WED THU FRI SAT SUN 1820.00 139.23 290.58 117.19 0.00 0.60 54.61 0.00 1217.79 SIT 0.00 0.00 5.00 0.00 0.00 0.00 0.00 0/'*.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL REGULAR 10.00 OVERTIME 0.00 CL -05-217 Date RICHARD NEUQEBAUER VICE PRESIDENT (Name el SlgnataryPany) ITllle) do hereby state: (1) That I pay or supervise the payment of the persons employed by Hawkeye , LLC on the (CannaU0l or Subeenlncl0r' Town of Southold Landfill Transfer Station r ; that during the payroll period commencing on the jq-�, (BWlding m Wark) �� tyi day of Qi 'u�- 2005 and Baying the 2 0 day of"WK2005 1( persons employed on said project have been paid the full weekly wages earned, that no rebates have been or Will be made either directly or Indirectly to or on behalf of said Hawkeye, LLC from the lull (Cenbacrm or Subconlnclod weekly wages earned by any person and that no deductions have been made either directly or Indirectly from the full we earned by any person, other than permissible deductions as defined In Regulations, Part 3 (29 CFR SUMIle A), Issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948, 63 Stall. 108, 72 Stat. 967; 76 Stet. 357; 40 U.S.C. 276c), and described below: (2) That any payrolls otherwise under this contract required to be submitted for the above period are tract and complete; that the wage rates for laborers or mechanics contained therein are not lees than the pllcable wage rates contained In any wage determinallon Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed In the above period are duly registered In a bone fide apprenticeship program registered With a State apprenticeship agency recognized by the Bureau or Apprenticeship and Training, United Slates Department of Labor, of If no Such recognized agency exleta In a State, Are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (\a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS VLI — In addition to the basic hourly wage rates paid to each laborer or mechanic llbted In the above relarenced payroll, payments of fringe benefits as listed In the contract have been or x711 be made to appropriate programs for the benefit of such employees, except as noted In Section 4(c) below. (b) WHERE FRINGE BENEFITS AREI PAID IN CASH ❑ — Each laborer or me hanlc listed In the above referenced payroll hes been paid, as Indicated on the Payroll, an amount not lees than the sum of the applicable basic hourly wage qte plus the amours of the required fringe benefits as listed In the contract, except as noted In Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAM I I EXPLANATION NAME AND TITLE IG TU RICHARD NEUGEABAUER VICE PRESIDENT THE WILLFUL FALSIFICATION OF ANY OF TME ABOVE STATEMENTS Y SUBJECR THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION tool OF TITLE 1s AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. VR G.P.0.:1887 618.661 HANKEYE CERTIFIED PAYROLL REPORT JOB #: CL -05-217 FOR THE PERIOD ENDED: 09/25/2005 NAME / ADDRESS / SOCIAL SECURITY HOURS RATE AD PATRICK R. LAB REG 8.00 29.50 EARNINGS THI9 JOB 2 B STREET 278.67 OT 1.00 PORT JEFFERSON NY 11776 082-70-0102 EXEMPTIONS 0.00 Male Caucasian GROSS FICA FWT SWT MON TUB WED THU FRI SAT SUN BIT 0.00 0.00 1286.68 98.43 72.81 58.80 8.00 0.00 0.00 0.00 0.00 O/T 0.00 0.00 1.00 0.00 0.00 0.00 0.00 CESARSKI;ROBERT J. 1 Park Ave JG REG 8.00 30.59 EARNINGS THIS JOB 267.66 OT 0.50 Nesconset NY 11767 069-66-0717 EXEMPTIONS 0.00 Male Caucasian GROSS FICA FWT SKT MON TUE WED THU FRI SAT SUN SIT 0.00 0.00 1930.08 109.40 285.08 81.14 8.00 0.00 0.00 0.00 0.00 040.00 0.00 0.50 0.00 0.00 0.00 0.00 LOMASTRO;ANDREW LAB REG 8.00 29.50 EARNINGS THIS JOB 321.34 18 LARK AVE OT 2.00 CENTEREACH NY 11720 118-56-1573 EXEMPTIONS 2.00 Male Caucasian GROSS RICA FWT 9WT MON TUE WED THU FRI SAT SUN 1350.69 103.33 s/T 0.00 0.00 8.00 0.0a 0.00 0.00 0.00 147.03 72.40 O/T 0.00 0.00 2.00 0.00 0.00 0.00 0.00 DATE: 10/03/2005 PAGE: 1 CWT DBL UNION OTHER NET PAY 0.00 0.60 133.88 0.00 922.16 CWT DBL UNION OTHER NET PAY 0.00 0.60 100.11 0.00 853.75 CWT DBL UNION OTHER NET PAY 0.00 0.60 138.61 0.00 888.72 DATE: 10/03/2005 HAWKEYE PAGE: 2 CERTIFIED PAYROLL REPORT JOB #: CL -05-217 FOR THE PERIOD ENDED: 09/25/2005 NAME / ADDRESS / SOCIAL SECURITY HOURS RATE SIRAXOWSRI;PAUL 106 PHILADELPHIA AVE FRM REG 3.00 33.68 EARNINGS THIS JOB 125.51 OT 0.50 EQVA PARR NY 11762 1 -9826 EXEMPTIONS 1.00 Male Caucasian 0ROSS FICA FWT SWT CWT DBL UNION OTHER NET PAY MON TUE WED THU FRI SAT SUN SIT 0.00 0.00 1591.90 121.78 202.79 88.93 0.0a 0.00 3.00 0.00 0.00 0.00 0.00 141.77 0.00 1036.63 0/T 0.00 0.00 0.50 0.00 0.00 0.00 0.00 TOTAL REGULAR OVERTIME • 27.00 4.00 CL -05-217 Date lrvl3 /05 RICHARD NEUGEBAUER VICE PRESIDENT (Noma.161gnatory Party) Inc.) do hereby state: (1) That I pay or supervise the payment of the persons employed by Hawkeye, LLC on the IConutaol or 6ubcon9eoloA Tr a n s f e r Station Town O£Southold, Landfill ; that during the payroll pedod commencing on the ("ding or Work) day of '35p lT, 2005 and ending the Z day of C:�CT Ll 2005 II persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said Hawkeye, LLC from the lull (CoM[6t01 or StIhCOnlrecloi) weekly wages earned by any person and that no deductions have been made either directly or Indirectly from the full wages earned by any person, other than permissible deductions as defined In Regulations, Pert 3 (29 GFR Subtitle A), Issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 94a, 83 Start. 108, 72 Stat, 987; 79 Slat. 357; 40 U.S.C. 278c), and described below: (2) That any payroll$ otherwise under this contract required to be submitted for the above period are �mact and complete; that the wage rates for laborers or mechanics contained therein are not less than the ppllcable wage rates contained In any wage determinatlon Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed In the above period are duly registered In a bone fide apprenticeship program registered with a State apprenticashlp agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, of It no such recognized agency exists In a State, are registered with the Bureau of Apprenticeship and Training, United Slates Department of Labor. (4) That: (a) FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS WHERE \ RICHARD NEUGEABAUER VL! — In addition to the basic hourly wage rates paid to each laborer or mechanic listed In the above referenced payroll, payments of fringe benefits as listed In the contract have been or will be made to appropriate programs for the benefit of such employees, except as noted In Section 4(c) below. (b) WHERE FRINGE BENEFITS AFIN PAID IN CASH 13 — Each laborer or me I onto listed In the above referenced payroll has been paid, ea Indicated on the ayroll, an amount not leas than the sum of the applicable baelc hourly wager to plus the amount of the required fringe benefits as listed In the contract, exc pt as noted In Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) I I EXPLANATION NAME AND TITLE 10 TU RICHARD NEUGEABAUER VICE PRESIDENT THE WILLFUL FALSIFICATION OF ANY OF T E ABOVE 6 ATEMENTS Y UBJE THECONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL FRGS UTI. SEE SECTION 1001 OF TITLE 16 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. . us. O.P.0.1661619,00, HAWREYE CERTIFIED PAYROLL REPORT JOB #: CL -05-217 FOR THE PERIOD ENDED: 10/02/2005 NAME / ADDRESS / SOCIAL SECDRITY HOURS RATE DATE: 11/11/2005 PAGE: 1 R R0; STEVEN AS REG 8.00 25.80 EARNINGS TBIS JOB 206.40 3 nion Blvd OT 0.00 East Islip NY 11730 063-72-5795 EXEMPTIONS 0.00 Male Hispanic GROSS FICA FWT SWT CWT DEL INION OTHER NET PAY MON TUE WED THV FRI SAT SUN 1032.00 78.95 182.91 53.87 0.00 0.60 30.95 0.00 S/T 0.00 8.00 0.00 0.00 0.00 0.00 0.00 689.72 O/T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VISNEFSEY;EUGENE FM REG 18.50 45.50 EARNINGS THIS JOB 841.75 PO BOX 457 OF 0.00 SHOREHAM MY 11786 101-42-6521 EXEMPTIONS 0.00 Male Caucasian GROSS FICA FWT SWT CWT DBL UNION OTHER MET PAY MON TUE WED TWO FRI SAT SUN 1456.00 111.38 199.58 92.25 0.00 0.60 43.68 0.00 1008.51 S/T 0.00 8.00 8.00 2.50 0.00 0.00 0.00 0 00.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL REGULAR OVERTIME 26.50 0.00 CL -05-217 Date 7Z ti17b'?S RICHARD NEUGEBAUER VICE PRESIDENT (Name o1 Slgnalory Pady) (Tills) do hereby 91ate: (1) That I pay or supervise the payment of the persons employed by Hawkeye, LLC (Convoolm w aubmrecmr� On the Town of Southold Lan Transfer Transfer Station that during the payroll period commencing on the 7 (Building or Work) 1--7day of flG7' '005 and ending the ._ day of O CT- 2005 ell persona employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said Hawkeye, LLC from the lull (Donlraelel or SubeanlfaClar) weeldy wages earned by any person and that no deductions have been made either directly or Indirectly from the full we as earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), Issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948, 83 Start. 108, 72 Slat. 987; 78 Stat. 357; 40 U.S.C. 278c), and described below: (2) That any payrolls otherwise under this contract required to be submitted for the above period are meet and complete; that the wage rates, for laborers or mechanics contained therein are not less than the rplIcable wage rates contained In any wage detennlnalion Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed, (3) That any apprentices employed In the above period are duly registered In a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, of If no such recognized agency exists In a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (\a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS VY — in addition to the basic hourly wage rates paid to each laborer or mechanic 861ed In the above referenced payroll, payments of fringe benefits as listed In the contract have been or will be made to appropriate programa for the benefit of such employees, except as noted In Section 4(0) below. (b) WHERE FRINGE IN CASH 0 — Each laborer or me hanlc listed In the above referenced payroll has been paid, as Indicated on thesyroll, an amount not less than the amof the applicable basic hourly wager to plus the amount of the required fringe benefits as listed In the contract, exc pl as noted In Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION I I 1 I I I REMARKS; I I I I I I I NAME AND TITLE1MOL4�6.—' RICHARD NEUGEABAUER VICE PRESIDENT I THE WILLFUL FALSIFICATION OF ANY OF T1102 SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. 31 OF THE UNITED STATES CODE. ABOVE STATEMENTS Leff SUBJE01 IKE CONTRACTOR OR SEE SECTION 1001 OF TITLE 1e AND SECTION 231 OF TITLE US. O.P.0,1997 518.881 HAWREYE CERTIFIED PAYROLL REPORT JOB $: CL -05-217 FOR THE PERIOD ENDED: 10/09/2005 NAME / ADDRESS / SOCIAL SECURITY HOURS RATE V SXY;EUGENE FM REG 4.00 45.50 EARNINGS THIS JOB 182.00 P 457 OT 0.00 SHOREHAM NY 11786 101-42-6521 EXEMPTIONS 0.00 Male Caucasian GROSS FICA FWT SWT CWT DBL UNION MON TUE WED THU FRI SAT SUN 1820.00 139.23 290.58 117.19 0.00 S/T 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 59.60 O/T 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DATE: 11/11/2005 PAGE: 1 OTHER NET PAY 0.00 1217.80 LIK&A • 417 South C000lry Road • Brookhaven • New York • 11719 (63 1) 286-8668 • FAX (63 1 ) 286-6114 EUGENE E DALY, P.E., P: T.O.E. n', PRESIDENT and C.E.G. RAYMOND G. DiBIASE, RE, P.T.0.E71, EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P.E., VICE PRESIDENT Town of Southold Department of Waste Disposal 53095 Main Road Southold, NY 11971 Attn: Jim Bunchuck, Solid Waste Coordinator • December 13, 2005 -,ociates, P.C. ,t LAI ENGINEERS Associates CHRISTOPHER F. DWYER JAMES L. DeKONING, P.E. ROBERT A. STEELE, P.E. Re: Town of Southold — Transfer Station Construction & Site Improvements Project Letter recommending "Partial Payment Request #3" to Robbins & Cowan Inc. LKMA No. 05-067 Dear Mr. Bunchuck: We are in receipt of the second partial payment request from Robbins & Cowan, Inc. for the above referenced project. The work has been performed in accordance with the Plans and Specifications, and we are in agreement with Robbins & Cowan as to the extent of the completion of work as outlined in their payment application. Payment to the Contractor is recommended in the corrected amount of $394,153.10 ($414,898.00 less 5% retainage) for this requisition No 3. Enclosed please find the following: 1. Town of Southold— Standard Voucher in the corrected amount of $394,153.10 2. Engineers Partial Payment Certification 3. Contractor's Verification Affidavit 4. AIA Documents G702 & Continuation Sheet G703 5. Certified Payroll Records (Noresco Ltd. — Subcontractor, Rush Concrete Inc. — Subcontractor, R&L Well Drilling LLC - Subcontractor) If this payment request meets with your approval, please sign the attached Payment Voucher and forward this payment package to the Department of Accounting & Finance for further processing. Please keep the payment package stamped "COPY"for your records. If we can be of any further assistance in the processing of this payment, please contact this office. Very truly yours �, " n-.. ,k Paul M. Roth, P.E. Enc.: (5) Senior Project Manager Cc: Southold Town Board Southold Town Clerk w/enc. Richard Robbins, Robbins & Cowan, Inc. w/enc. John Cushman, Department of Accounting & Finance (original payment package) LKMA File w/enc. Robbins & Cowan-Payment#2 Page 1 0(2 Founded in 1950 . 0 r PARTIAL PAYMENT CERTIFICATION PROJECT TITLE: TOWN OF SOUTHOLD — TRANSFER STATION CONSTRUCTION & SITE IMPROVEMENTS PROJECT LKMA PROJECT NO: 05067 CONTRACT NO: AMOUNT DUE THIS PAYMENT: $394,153.10 BETWEEN: ROBBINS & COWAN, INC.., AND THE TOWN OF SOUTHOLD I, L. K. McLean, Consulting Engineer for the Town of Southold, do hereby; certify that the work listed in the attached PARTIAL PAYMENT REQUISITION has been completed in accordance with the Plans and Specifications made part of the Contract between ROBBINS & COWAN, INC. and the Town of Southold, and certify that this work has been completed satisfactorily and has been received by the Town of Southold. L. K. McLean Associates, P.C. Consulting Engineers Town of Southold DATED: November 14, 2005 PAYMENT NO: AMOUNT: $394,153.10 Robbins & Cowan-Payment#2 Page 2 oC 2 E Vendor No. Town of Southold, New York - Payment Voucher Vendor Tu ID Number or Social Security Number Vendor Address 11-2069326 179 New York Avenue Vendor Name Robbins & Cowan, Inc. Huntington, NY 11743 Vendor Telephone Number - 631-271-2324 Vendor Cameo Richard T. Robbins Invoice Number Invoice Invoice Data Told Discount Net Amount Cleimed Purchase Order Number Oestri tion of Goode or Services Gcoenl Ledger Fund and Account Number 3561 12/12/05 $394,153.10 Town Transfer Station and Residential Drop -Off SI Je dee, , Fez i8 ,7sSc len: d Payee Certification The undersigned (Clainunt) (Acting co behalf ofthe above named claimant) does hereby certify that the foregoing dal is we end correct, then no part hes been paid, except u th n , thal therein rioted is actually due and owing. end s m ' h own is exempt me excluded. signature TaleTreasurer Company Name Date Robbins & Cowan, Inc.12/13/05 Department Certification I hereby mortify that the materials above V ified have been received by me in good condition without substitution, the smites properly performed and that the quantities thereof have been verified with the exceptions or discrepancies noted, and payment is approved. Signmure� J Title Data f V) e) i TO (OWNER) TION AND CERTIFICATE FOR PA 53095 MAIN ROAD SOUTHOLD, NY 11971 FROM (CONTRACTOR) Robbins & Cowan, Inc. 179 New York Avenue Huntington, NY 11743 CONTRACT FOR CONTRACT A CONTRACTOR'S APPLICATION FOR PAYMENT AIA DOCUMENT C PROJECT: TOWN OF SOUTHOLD TRANSPER STATION AND RESIDENTIAL DROP-OFF VIA tARCHITECT) L.K. McLean Associates, P.C. 437 South Country Road — o, „yl Iau �unua— c les mar w me oast oT me Contractors Knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising the above application, the Architect cerdfats to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. .. rnKrrRACT A _ cions on reverse side) Page One of APPLICATION NO; 3 APPLICATION DATE: 1210710, - PERIOD TO: 12(07105 INVOICE NO: 3561 JOB 0 05-08 LKMA 004050 Distribution to: ED OWNER M ARCHITECT 0 CONTRACTOR ED C3 Application is made for Payment, as shown below, in connection with the Contract. =CHANGERIDERMMARY ved in previous TOTAL ADDITIONS DEDUCTIONS A roved this Month 2 Net change by Change Orders .................................. $ 3 CONTRACT SUM TO DATE (Line 1 +2) ....................... Number Date Approved $ 1,065,845.00 (Column G on G703) TOTALS1. 5 RETAINAGE: Net chap e bChan a Orders — o, „yl Iau �unua— c les mar w me oast oT me Contractors Knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising the above application, the Architect cerdfats to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. .. rnKrrRACT A _ cions on reverse side) Page One of APPLICATION NO; 3 APPLICATION DATE: 1210710, - PERIOD TO: 12(07105 INVOICE NO: 3561 JOB 0 05-08 LKMA 004050 Distribution to: ED OWNER M ARCHITECT 0 CONTRACTOR ED C3 Application is made for Payment, as shown below, in connection with the Contract. Continuation Sheet. AIA Document G703, is attached. .............. $ 1 ORIGINAL CONTRACT SUM ..._.................................. $ 2,929,97Z 58 2 Net change by Change Orders .................................. $ 3 CONTRACT SUM TO DATE (Line 1 +2) ....................... $ 2,929,972.58 4 TOTAL COMPLETED & STORED TO DATE .................... $ 1,065,845.00 (Column G on G703) 5 RETAINAGE: a. 5% %of Completed Work $ 53,292.25 (Column D + E on G703) b. _%of Stored Material $ (Column F on G703) Total Retainage (Um 5a + 5B or Total in Column I of G703) .................. 6 TOTAL EARNED LESS RETAINAGE .................. 7 LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) ...... 8 CURRENT PAYMENT DUE .............................. 9 BALANCE TO FINISH, PLUS RETAINAGE .......... $ 53,292.25 .......... $ 1,012,552.75 $ 618,399.65 .............. $ 394,153.10 $ 1,917,419.83 State of: NEW YORK County of Suffo Subscribed and swom to before me this (, �11� day of mo i, K - 2005 �! r Notary Public: My Commission expires: "� ° AMOUNT CERTIFIED .............._......................... ....... $ J 1 SA�S^J 1i (Attach explanation if amount certified differs from the amount applied far,) ARCHITECT: By: �QYw1 rU• �V Date: This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein, Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AM OOCUMENT 0702'APPUGATION AND CERTIFICATE FOR PAYMENT' MAY 1803 ENTiON •AIA' 1983 0702.1963 THE AMEMCAN INSTITUTE OF ARCHITECTS, 1715 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20009 • 0 APPLICATION AND CERTIFICATE FOR PAYMENT - CONTINUATION SHEET APPLICATION NO: 3 APPLICATION DATE: 12/07)05 INVOICE NO: 3561 TOWN OF SOUTHOLD CONTRACT A TRANSFER STATION AND RESIDENTIAL DROP-OFF JOB # 05-08 LKMS NO: 04050 ITEM DESCRIPTION OF WORK NO SCHEDULED VALUE WORK COMPLETED FROM THIS PERIOD PREVIOUS APPLICATION MATERIALS TOTAL PRESENTLY COMPLETED STORED AND STORED TO DATE . % BALANCE TO FINISH RETAINAGE 1 GEN.COND.& MOBILIZATION $ 438,000.00 $ 328,500.00 $ 328,500.00 75% $ 109,500.00 $ 16,425.00 3 SITE DEMO -CONCRETE $ 152,000.00 $ 129,200.00 $ 129,200.00 85% $ 22,800.00 $ 6,460.00 4 SITE DEMO -BLDG STURCTURES $ 104,000.00 $ 104,000.00 $ 104,000.00 100%1$ $ 5,2W.00 5 SITE DEMO -SITE FEATURES $ 15,600.00 $ 7,800.00 $ 7,800.00 50%1$ 7,8W.00 $ 390.00 6 BLDG. RELOCATION -ADMIN BLDG $ 39,000.00 $ 39,000.00 7 BLDG.RELOCATION-SCALEHOUSE $ 26,900.00 $ 4,035.0 $ 4,035.00 15%1$ 22,865.00 $ 201.75 8 SITE EXCAVATION & GRADING $ 130,096.00 $ 32,524.00 $ 39,028.00 $ 71,552.00 55% $ 58,544.00 $ 3,577.60 9 PROPOSED SITE SANITARY SYSTEM $ 10,410.00 $ 3,123.00 $ 3,123.00 30% $ 7,287.00 $ 156.15 10 ROAD SYSTEMS -RCA SUBBASE MAT. $ 78,062.20 $ 78,06220 131 3 SITE CONCRETE -CURB SYSTEM $ 82,836.00 $ 82,836.00 14 SITE CONCRETE4' SIDEWALK $ 35,438.00 $ 35,438.00 15 SITE CONC.6'REINF.CONC. SLAB $ 13,455.00 $ 13,455.00 16 SITE CONC.B"REINF. CONC. SLAB $ 25,480.00 $ 25,480.00 17 SITE CONC, 10" REINF. CONC. SLAB $ 23,587.20 $ 23.587.20 18 SITE CONC10"REINF/C.SLAB W/HARD. $ 174,616.00 $ 174,616.00 19 SITE CONC. REINF. STRUCTURAL $ 218,400.48 $ 141,960.00 $ 141,960.00 65% $ 76,440.48 $ 7,098.00 20 SITE CONC. PRECST BLK RET. WALL $ 99,840.00 $ 49,920.00 $ 49,920.00 50% $ 49,920.00 $ 2,496.00 21 BLDG. STRUCT. TRANSFER STATION $ 744,049.20 $ 74,405.00 $ 74,405.00 10% $ 669,644:20 $ 3,720.00 24 500 GAL. WASTE OIL TANK $ 9,800.00 $ 9.800.00 25 SITE DRALSTRUCT/RINGS. ETC. $ 124,000.00 $ 24,800.00 $ 49,6W.00 $ 74,400.00 60% $ 49,600.00 $ 3,720.25 26 SITE DRAIN.18" HDPE CORR DR.PIPE $ 41,600.00 $ 31,200.00 $ 31,200.00 75% $ 10,400.00 $ 1,560.00 SITE FENCING: 29 6 HIGH VINYL COAT FENCE & GATES $ 31,980.0 $ 31,980.00 30 V HIGH VINYL COAT FENCE & GATES $ 11,024.00 $ 11,024.00 34 SCALE SYST.WIGHBRIDGE FURN&INST $ 100,200.00 $ 21,000.00 -t--4,05D.00 $ 25,050.00 25% $ 75,150.00 $ 1,252.50 35 6' BOLLARDS STEEL SUP.& 20' POLE $ 27,000.00 $ 10,800.00 $ 10,800.00 40% $ 16,20.00 $ 540.00 36 STEEL STAIRS & RAILING $ 11,000.00 $ 11,000.00 37 RADIATION DETECTION SYSTEM $ 21,900.00 $ 21,900.00 38 METHANE DETECTION SYSTEM $ 12,30.00 $ 12,300.00 39 SCALE VIDEO MONITORING SYSTEM $ 19,000.00 $ 19,000.00 40 GAS VENT MODICICATION $ 9,900.00 $ 9,900.00 $ 9,900.00 100% $ $ 495.00 41 DOMESTICE WATER SERVICE COMPLT $ 50,000.00 $ 50,000.00 42 FIRE SUP.WATER WELL &EQPMT.COM $ 26,500.00 $ 26,500.00 43 FUEL DISPENSING SYSTM COMPLETE $ 11,600.00 $ 11,600.00 44 6" CR.STONE PVMTW/FILTER FABRIC $ 10,398.50 $ 10,398.50 $ 2,929,972.58'650,947.00 $ 414,896.00 $ 1085 845.00 1 884127.58 $ 53 292.26 i APPLICATION AND CERTIFICATE FOR PAYMENT AIADOCUMENTG702 (Instrualonson reverse side) Page Oneof Pages TO (OWNER) TOWN OF SOUTHOLD PROJECT: APPLICATION NO; 3 Distribution to: 53095 MAIN ROAD TOWN OF SOUTHOLD APPLICATION DATE: 12/07/0° OWNER SOUTHOLD, NY 11971 TRANSPER STATION AND PERIOD TO: 12107/05 O ARCHITECT RESIDENTIAL DROP-OFF O CONTRACTOR FROM (CONTRACTOR) Robbins & Cowan, Inc. VIA (ARCHITECT) INVOICE NO: 3561 O 179 New York Avenue L. K. McLean Associates, P.C. JOB s 05-06 O Huntington, NY 11743 437 South Country Road LKMAI#04050 CONTRACT FOR CONTRACT A Brookhaven NY 11719 CONTRACT DATE: 6/24!05 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached. CHANGE ORDER SUMMARY Change Orders approved in previous months by Owner TOTAL ADDITIONS DEDUCTIONS roved this Month 3 CONTRACT SUM TO DATE (Line 1 + 2) ........................ Number Date A roved 2,929,972.58 TOTALS [Net $ 1,065,845.00 e by Change Orders The undersigned Contractor certifies that to the best of the Contractor's knowletlge, information and belief the Work covered by this Application for Payment hes been completed in accordance with the Contract Documents, that ail amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. 1 ORIGINAL CONTRACT SUM ....................................... $ 2,929,972.58 2 Net change by Change Orders .................................. $ 3 CONTRACT SUM TO DATE (Line 1 + 2) ........................ $ 2,929,972.58 4 TOTAL COMPLETED & STORED TO DATE .................... $ 1,065,845.00 (Column G on G703) 5 RETAINAGE: a. 5% % of Completed Work $ 53,292.25 (Column D + E on G703) b. % of Stoned Material $ _ (Column F on G703) Total Retainage (Line 5a + 5B or Total in Column I of 3703) ......I ........................ $ 53,292.25 6 TOTAL EARNED LESS RETAINAGE ................................ $ 1,012,552.75 7 LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) ................. $ 618,399.65 8 CURRENT PAYMENT DUE ............................................ $ 394,153.10 9 BALANCE TO FINISH, PLUS RETAINAGE ........................ $ 1,917,419.83 (Line 3 less Line 6) State of: NEW YORK Cougty of Suffo Subscribed and swom to before me this I�� I day of t' I �.1 2005 ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising the above application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AIA DOCUMENT GT02' APPLICATION AND CERTIFICATE FOR PAYMENT' MAY 1983 EDITION 'AA ' 1993 THE AMERICAN INSTITUTE OF ARCHITECTS, 1736 NEW YORKAVENUE, N.W., WASHINGTON, D.C. 20008 Notary Public: i Ltd [I_, My AMOUNT CERTIFIED / 2: 4, t S3� 1c (Attach explanation if amount certified differs from the amount applied for.) ARCHITECT: By: n. Date: PL) 1'3) Us This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. • U.S. Department of Labor Employment Standards Administration Wage and Hour Division co PAYROLL (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) ALV llelmalaslm PAYROLL NO. 'FORWEEKEND146. ---- — — NAME, ADDRESS, AND SOCIAL SECURIrY NUMBER OF EMPLOYEE• WORK • •• MR1191 - IN - DEDUCTIONS M .WiA We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructors, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W„ Washington, D.C. 20210 Data �,,.Z//1/ os— / I, ,E�tY�w Name of Signatory Party (Title) do hereby state: (1) That I„pay or supervise the payment of the persons emplo ed b OWN �7 �� on (Contractor or Subcontractor) (Building or Work) that during the payroll period cortnencing on the _ ,��ly} day of U'Ck , 4� and ending the I day of -elf* `�' (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will be made either directly pr indirectly to or on behalf of said from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHE RINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below. (c) EXCEPTIONS EXCEPTION iCRAFT) EXPLANATION Remarks: NAME AND TITLE / Pit Ide.^r SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. U.S. Department of Labor Employment Standards Administration Wage and Hour Division (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) �•••,•,� ••, •••,�. �...,•, � •••. �I aW PI Ur* I K I UK AA I ADKE D 5 OMB NO. 12 .ee- �,^ G- ,./,i ,c AIV 117AL3 PAYROLL NO,_FO =70" -2- VMkOxcl RCT NO. NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF Ell WORK CLASSIFICATION DEDUCTIONS a ■��������������� M0 mom Em MEMO We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructors, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 Date /ten p J/ L•'`-rJcly� Name of Signatory Party (Title) do hereby state. (1) That I play or supervise the payment of the persons employe by of Co / on the ,Contractor or Subcontractor) (Building or Work) ` that during the payroll period commencing on the 7 day of _ and ending the /0 day of Ja}q-�- X539— (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will beade either dire/�,tly or i erectly to or on behalf of said (sp7� from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U, S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHERE NGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefits as listed in the contract, except as noted in 4(c) below. (c) EXCEPTIONS EXCEPTION,CRAFT EXPLANATION ` Remarks: NAMEQND TITLE a / �CSeAte— j SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. U.S. Department of Labor Employment Standards Administration Wage and Hour Division PAYROLL (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) NAME OF CONTRACTORLj qqRR SUBCONTRACTOR IXX I ADORES, + I / OMB NO. 12 A /(W P (-r-0 Zx7 . 22 LSAr/�i i�e 6�s asp °v./ Al V 117V? We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of Information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA, U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 &VE—K —ENDING:--. RAM NAME, ADDRESS, AND SOCIAL SECURITY NUMSE OF EMPLOYEE WORK CLASSIFICATION mraralw1jul"R WA DEDUCTIONS� M [t' ©IM�i7iJF7"L� IF' ■m��������������� ■■ mmmmmw� r�■������ MIME am We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of Information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA, U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 Date I, Name of Signatory Party (Title) do hereby state: (1) Th a I pay or supervise tt7�e payment of the persons employe b on the (Contractor or Subcontractor) (Building or Work) Gh� that during the payroll period commencing on the day of 1:968-_, and ending thea day of k,$§4 4 (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will be m9de either directly or indijectly to or on behalf of said '?A co L_ (Contractor or Subcontractor) from the full wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c; and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHEFRINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: (b) WHERE FRINGE BENEFITS ARE PAID IN CASH 0 - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below (c) EXCEPTIONS EXCEPTION CRAFT EXPLANATION Remarks: NAME AND TITLE /eeil,i S/^G SIGNATU E THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. U.S. Department of Labor Employment Standards Administration Wage and Hour Division PAYROLL (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) NAme Ur cvNTRAOTUR " OR SUBCONTFACCTTOR U - ADDOMB N0, 12 ADDRESS _A/ G'O Lf/7A• J RA—YROLL NO 1�(YJ��� _ • , NAME, ADDRESS, AND SOCIAL SECURITY NUMBE OF EMPLOYEE WORK CLASSIFICATION ./� . DEDUCTIONS ONE NEEMENEMENINNIM �- ONMENNEMEMEMENINN iFEN MiENNEWEEN We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructors, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D, C. 20210 Date2 �) l Name of Signatory Party (Title) do hereby state. (1) That ��I,pay or upervise the payment of the persons employed//yy /' - onthud(Y! (Contractor or Subcontractor) (Building or Work) that, during the payroll period commencing on the day of �C9y". , 1998, and ending the day 0f-dnt9—/�. (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will be mad? either directly or indire#tly to or on behalf of said from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat, 967: Stat 357: 40 U.S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHERpKINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the spm of the basic hourly wage plus the amount of the required fringe benefita as listed in the contract, except as noted in 4(c) below. (c) EXCEPTIONS EXCEPTION(CRAFT) EXPLANATION Remarks: NAME AND TIT E / SIGNAT E THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. U.S. Department of Labor Employment Standards Administration Wage and Hour Division Cl_\7G1,1113" (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) NAme of CONTRACTOR U O SUBCONTRA OR XX ADDRESS OMB NO 12 l 01, es r� 2: A*u Al t/- 11-7 &,? PAYROLL NO. . VIM �AROA/CNTRCT NO. NAME, ADDRESS, AND • OF EMPLOYEE .. DEDUCTIONS , MMMMMEow We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructors, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 Date Z G G/Cre Y Name of Signatory Party (Title) do hereby state: (1) T at I pay or su ervi the payment of the persons employed by A eSco on th4 Com''. G.;r/A�.'C/L_IT (Contractor or Subcontractor) (Building or Work) -LC that during the payroll period commencing on the �$ ia z af¢ day of 6 1 -4998 and ending the day of C. ' (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will )Se made either directly a; indirectly to or on behalf of said '6K o f cc L4 (Contractor or Subcontractor) from the full wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A)Jssued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHER RINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below (b) WHERE FRINGE BENEFITS ARE PAID IN CASH - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below: (c) EXCEPTIONS EXCEPTION �CRAFT)EXPLANATION Remarks: NAME ANDTIT SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR 1, Thomas Zackman am an officer with the title NAME OF OFFICER of Member in the firm of R&L Well Drilling LLC and am authorized by that firm to sign and swear to the validity and accuracy of the statements below: (1) 1 pay or supervise the payment of laborers, workers and mechanics employed by R&L Well Drilling LLC onthe Southold Landfill project. During the payroll period commencing on the 10 day of November 20 05 and ending the 16 day of Nov- 2005 , all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurate and conforms with the work he or she performed. Sworn to before me this 22 dayof Nnv- 2005 Signed Title of Officer Name of Firm Member R&L Well Drilling LLC Address 31 Union Ave,Islip,NY 11751 NOTARY PUBLIC OR OFFNOTARY PUBLIC OR IA� ORIZED TO ADMINISTER OATHS OHci_LE JAMES NOTARY PUBLIC, STATE 0 F NEW YORK No,01JA6069317 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES MARCH 24, 2007 THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION U.S. DEPARTMENT OF'!LABOR PAYROLL F -m APPnrb. WAGE AND HOUR DIVISION B.Ep{ B.rou Ne. aRIW3 - (For ContractorF+ Contractor's Optional Use; See instruction, Form WH -347 Inst.) NAME OF CDNTRACTOA I OR SUBCOMRACTOR R&L Well-Drillincr LLC _ ADDRESS 31 Uni n Avenue Islip, NY 11751 PAYROLL NO. C IRO" JU{ T PROJECT OR CONTRACT NO. 01 xAMC ADDRESS. AND SOCIAL SECURRY NUMBER OF [MAATEE a 90 ort c€isu� z;D D) WORR ClASS1FMJngN r X X) DAY AND DATE (A TOTALURS HOURS (S) RATE. OF PAY m GROSS AMOUNT EARNED m DEDUMONS 0) Her WAGES PND FOR WEE)( h 'l \(] F M ��{ T W IS `7j (� ACA MTM- HOLDING TAX a.- SLAC, Dis. OTHER Zits. MAL DURIerim "OURS WORKED EACH DAY Phillip Zackman Jr. 122-60-2970 172 Dayton Avenue Manowille, NY 11949 l r \ s Keith Zackman-842-78-0224 842 Aberdeen Rd. Bayshore, NY 11706 ���� _ �(•� O �V� �� �� - ���b �-� s Louis R. Corsini -068-72-0723 17Fern Avenue Bayshore. NY 11706 ° s ✓ .l��J Ck \ - O S ° S o s S s 0 s FORM Y 7 U/M—FORMERLY SOL leo-PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS Data frel•1 do hereby state: (1) That I pay or supervise the payment of the persons employed by R&L Well Drilling LLC on tree` --cc (Ceouacsar or auecentmetad (BWMlrlg w.am f��y ��'(\ �• that during the Payroll \Period commencing on the me day of 29Anand ending the in ot� 1T' all persons employed on said project have been paid the full weeldy wages eamad, that rlo rc-0ates nava been or will be made anther directly or Indirectly to or on behalf of said R&L Well Drilling LLC from the full - (Cenrract« ar Mawee(rarsed weekly wages earned by any person and that no deductions have been made ehhrdirxily or indirectly from the full wages earned by any person, other than permissible deductions as defined In Regutatlaris, Part 3 (P9 CFR Subtitle A), Issued by the Secretary of Labor under the Copeland Act, as amended (48 Stst 94$ 63 Stat 308, 72 Stat 967; 76 Stat 357; 40 U.S.C. 276e), and described belo c (2) That any payrolls otherwise under this contract required to be submitted for the above Period are correct and complete; that the wage rates for taborer, w mechanics contained therein are not less than the applicable wage rates contained in any Wage determination incorporated Into the contract; that the classifications set forth therein for each taborer or mechanic conform with the work he performed. (3) That any apprentices employed In the above period ate duly registerd In a trona fide apprenticeship program registered with a State apprenticeship agency mcognbrad by the Bureau of Apprenticeship and TmIning, United States Department of tabor, w if TO such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of labor. (4) That (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PUNS, FUNDS, OR PROGRAMS ❑ —In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed In the coctmot have been or will be made to appropriate programs for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ® —Each laborer or mechanic listed M the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum o/'the applicable basic hourly wage rata phrs the amount of the required fringe benefits as listed In the contract, except r s noted in Section 4(c) below. f(37?Y: d W I:d:6t EXCEPTION (CRAFT) EXPLANATION REMARKS NAME AND TITLE SIGNATURE -117 5? r THE WILLFUL FALSIFICATION Of ANY OF THE ABOVE STATEMENTS MA BIECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION ID0] Of TITLE la AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE STATE OF NEW YORKS DEPARTMENT OF LABOR' BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR 1, Thomas Zackman am an officer with the title NAME OF OFFICER of Member in the firm of R&L Well Drilling LLC and am authorized by that firm to sign and swear to the validity and accuracy of the statements below: (1) t pay or supervise the payment of laborers, workers and mechanics employed by R&L Well Drilling LLC onthe Southold Landfill project. During the payroll period commencing on the 3 By of November 20 05 and ending the 9 day of Nov. 2005 , all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurate and conforms With the work he or she performed. Signed Title of Officer Name of Firm Address Sworn to before me this 17 dayof NOV.—2005 NOTARY PUBLIC OR OFFICIAL AUTH D TO ADMINISTER OATHS R&L Well Drilling LLC 31 Union Ave.ISlip,NY 11751 MICHELLE JAMES NOTARY PUBLIC, STATE OFNEWYORK No.01JA6089317 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES MARCH 24, 2007 THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION U.S. DEPARTMENT Or'UROR PAYROLL Form APPra..e, WAGE AND HOUR DIVISION Budget Bureau No, 4!_R 1093 - (For Contractor's Optional Use; See Instruction, Fonn WH-3471nst.) NAME OF CONTRACTOR t OR SUBCONTRACTOR R&L Well Drillin LLC ADDRESS 31 Union Avenue Isli NY 11751 PAYROLL NO. FOR PROJECT OR CONTRACT N,. a) ADDRESS AND SOCIAL sccuw" HUMBER OF EMPLOYEe ( ne shF a twORR -E' si EU aASSIF1CwTP0N H) DAY AND DATExAME. MTOmRAn DEDucnoxsNET FOR WEER 3 M T W NCROSS vnrN-wwcEs HOMI G Stat Dis. ns. In$.Phillip wxPAID DIDUCROR3 HOURS WORKED EACH DAYTA% Zackman Jr. 122-60.2970 172 Dayton AvenueManorville, NY 11949 `�p�. � l lu D \ Keith Zackman-842-78-0224 842 Aberdeen Rd. Bayshore, NY 11706 �e, O Q� •` •ate' a \ 0C $�� \Gl CP S $ 8 .35 Louis R. Cmini - 068-72-0723 17 Fem Avenue,`\ Bayshore. NY 11706 fb O D S 0 B 0 • S 5 S S FORM YI 47 (1/540—FORMERLY SOL ia�PURCHASE THIS FORM DIRECTLY FROM THE SUPT. OF DOCUMENTS Date 1 1-1 1 -OS do hereby state: (1) That 1 pay w supervise the payment of the personsemployedby �.�+ R&L Well Drilling LLC on the t I' ^-� lnE6` \ t `' (ceausclor er subcontracted (a flail «wenn ('�/'� ..q'�\y-�ra �- • that during the payroll period commenting On the dry or iW n)bf 14a� olid eldtng thea–day all persons employed on said plolect have been paid the fug weekly wages earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said R&L Well Drilling LLC from the full (CMractw er MAcamnranen weel y wages named by any person and that no deductions have been made eNMrditectly or Indirectly from the full adages "mad by any Person, other than permissible deductions as -defined in RegulaNais. Part 3 (29 CFR Subtitle A). Issued by the Secretary of Labor under the Copeland Art, as amended (48 SfaL 948, 63 Stat. IM 72 Shu 967: 76 Stat 357: 40 U.S.C. 276c), and discrited below.. (2) That any payrolls otherwise under this Contract required to be Submitted for the above Period ace cwmd and COntplete: that the wage rates for taborars or mechanics Contained therein are not less than the applicable wage rates Contained in any wage determination Incorporated Into the Contract: that the Classifications set forth therein for each taborer or mechanic Conform with the work he performed. (3) That any apprentices employed in the above period arc duty milisterd In a bona fide apprenticeship program registered with a State eppmriticeship agency recogMzM by the Bureau of Apprenticeship and Training, United States Department of labor, or H no Such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PUNS, FUNDS, OR PROGRAMS E] —7n addition to the basic hourly mage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed In the coctract have been "will be made to appropriate programs for the benefit of Such employees, except as noted in Section 4(c) below - (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ® ---Each laborer or mechanic listed M the above referenced payroll has been paid, as Indicated on the payroll, an amount not less than the sum of the applicable bask hourly wage rete plus the amount of the required fringe benefits as listed in the contract, accept as noted In Section 4(c) below. EXCEPTION (CRAFT) EXPLANATION REMARKS NAME AND TITLE SIGNATU Munber THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTSUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTIO 1 Of TITLE is AND SECTION DI OF TITLE 31 OF THE UNITED STATES CODE_ 0 0 STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR I, �n+o am an officer with the title NAME OF OFFICER p p of � Z 5i, & i in the firm of ( z di and am authorized by that firm to sign and swear to the validity and accuracy of the below: (1) I pay or supervise the payment of laborers, workers and mechanics employed by t on the )A2w o � tio�c r S; t 1 project. During % payroll period commencing on the ) ' - day of LJe n_ 20 oS and ending the if — day of [iGV 20 a! all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurate and�onforms with the work he or she performed. %� Signed Title of Officer Name of Firm Vus Address �,el rhs Sworn to before me this y day of 20 el THERESA E. EFWI�W)S Notary Puuic, Stec ,i IJaw York No. 5010 .d4 Qualified in Suffolk County NOTARY PUBLIC OR OFFICIAL AUTHORIZED TO ADMINISTER OATHS Commission Expires March 29, 20 THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION. AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION Department o(c or WEEKLY PAYROLL Bureau of Public Work For Contractor's Optional Use. Use of this form meets payroll notification requirements as stated on the Payroll Records Notification NAME OF CONTRACTOR ❑ u SUBCONTRACTOR ADDRESS FEIN I F�Sc FOR WEEK ENDNG nIl PROJECT AND LOCATION 1000i 0� Ib� DA I("'s PROJECT OR CONTRACT NO. o , Hj NAME, ADDRESS, SOCIAL SECURITYNUMBER OFEMPLOYEE (Z) NO. OF WITH. HOLDINGS (A WORK CL1351FICAlION ST OR OT ({) DAY AND DATE IEj TOTAL HOURS (6) RATE OF PAY p) GROSS AMOUNT EARNED (8)DEOUCTIONS NET WAGES PAID FOR WEEK )\ n 'r "HZ 11 } ,pp W4C \A )I f ♦f I FICA WOHMOLOING TAX OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DAY G, a,,/ s D , — 3a300 31o70 a�7� kD'Ie c$c s, 1374c-obI ) �nJa a �e ��.IwC oc 6TH u71 a �` z� L (¢( a 0 S 0 — �a� 3035` %f.�?o � Iu. 1 �G �© IS �� Il��t. it i64a b447¢ p3q0 2h�� 3ASc 114r 'ohI Ii 1�17Irgla� I�( a 0 — — ris �o �e IloS� F6 &v a51.1 1Sc.3 D f3O1De Vo.0 "-K2- � r3 d c AlLl l 3.i I _)_ s 0 �- — F �. ' FuFo J j{otS �F� �1�50 X6350 11 0��}�j Sia o1�.S'a-4d��� • N. � � s0 F — �2 3547 I a63oq 566 t �5�� � � bo 53774 %ado D X401 Qtz tiuS.( I �tv„�,n- 1z rJ 1113y �a1� s o F — r% 3J 3'?" 1)(3,v 9(�� ,�I1e51� I GO `i 77F I✓rst(D �' L �o�ukt� 51�23.71ii �V t� ajJ 1 n (113!' =e• �c �7 s O — 9 �1t71f q l��'� 9 Of3JJL� �A:c �{ ItFa�SS IlC, t �•- s - -zi-r� (_n0 11t�d S e.*+�a., aX471 0 17df� 3Sif 5�3� 14 J s D PW12IN-UU) 1 THIS CERTIFl ATION UST BE COMPLETED ON EACH WEEKLY PAYROLL FORM USED BY THE CONTRACTOR OR SUBCONTRACTOR Date )I o7�D; 1 (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ne �� n5�C trt �ititul� U (Name of signatory party) (Title) do hereby state: n, (1) that I pay or supeAse the payment of the persons employed byAL_ (Contradtor or Subcontrac)or) 'haf ng the payroll period corpmencing on the •) T day of , 20_,,c-�and ending the ay of 20 all persons employed on said project have been paid the full weekly wages eaNed, that n rebates have been or will,,be made either directly or indirectly to or on behalf of said from the full or weeekiy wages earned by any person and that no deductions have been made wither directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Articles 8 and 9 end described below: (2)That any payrolls submitted for the above period are correct and complete; that the wage rates for leberers, workers, or mechanics contained therein are not less than the applicable wage rates contained in aiy wage determination incorporated into the contract; that the classifications set forth therein for each laborer, worker or mechanic conforms with the work he/she performed. (30 any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training. United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United Stales Department of Labor. (4)That (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above reerenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate program for the benefit of such employees, except as noted in Section 4(c). ❑ • Each laborer, worker, or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate the amount of the required fringe benefit as listed in the contract, except as noted in Section 4© below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS: SIGNA7 THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION (SEE ARTICLES 8 AND 9) 0 0 STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK MW -40RI308 8 I. -,()WAN INC CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR {� n I, , kyAtl r) , c, 1�� QS am (T officer with the title 1 ) f NAME OF OFFICER A n of A Q')t ol£ Y in the firm of and am authorized by that firm to sign and swear to the validity and accuracy of the below: (1) I pay or supervise the payment of laborers, workers and mechanics employed by on the project. During the payroll pe d commencing on the I 5T day of ri cV',� 20r,,!;- and 0Gand ending the d5%day of1VAli,, 6L u� all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) The payroll records submitted for the above period and attached hereto are correct and complete. The number of hours shown for each employee reflects the actual hours worked by that employee. The classification shown for each employee is accurateand�onforms with the work he or she performed. . / Signed II Title of Officer 11 J Name of Firm 4N I t "A5 -N Address I�ei (�pVG-'O� A r r W Afl Sworn to before me this -(iayof24� > ih ` E. EDWARDS Notary Of New York X94 a , j" rk County NOTARY PUBLIC OR OFFICIAL AUTHORIZED To ADMINI '0jM,-R A -i Exp reNiarCh 29, 20 _ THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION Department of Labor Bureau of Public Work P11 - WEEKLY PAYROLL For Contractor's Optional Use. Use of this form meets payroll notification requirements as stated on the Payroll Records Notification NAME OF CONTRACTOR SUBCONTRACTORS ADDRESS 11 I I � � 7 ev FEIN FOR WEEK ENDING 1f PROJECT AND LOCATION PROJECT OR CONTRACT 140. ((1l �g�CSO I o� o n wns e� D -i+ (7) (2)(4) (7) DAY AND DATE (5) (E) (7) IE)DEDUCTIONS (S) NET NAME, ADDRESS, SOCIAL SECURITY NUMBER NO. WIiH• WORN ST OR TOTAL RATE GROSS AMOUNTFOR WAGES PAID h NC I y L%.n 4�' S 1 WMN-HOLDING TOTAL OF EMPLOYEE . HOLDINGS CLASSIFICATION IT it 1 I( � II ) 93 I( � Ii HOURS OFPAY EARNED FICA TAX OTHER DEWCTKHI S WEEK HOURS WORKED EACH DAY c� ire itl7�d�ti 1r��i o — — — I 1'i 631ST ���� 1a41 � o Iai3� SroIG II-1�4 0 �n. h D ( �.w1n c�^ b 13, jL o';i V3t 3-rr' !Q� S -- — 6a.7 a°� �7.,�� j�,�.)� �c 4�, z A .( ° VY) -mzl I 1 II q.1 -4ta4 e� )� 5 f — — — — f3s ��1, k, i13i li' 41X 17 1 0 W fl 7 zL C<„zwl-Ds 5 f I , a I I 173 d �Wfe 0 9J -VA e— E 94 �V iii )Ail 5S33 X43 S 47 o1 2 P31 SI 63 Y' 1104 1 013r D vli17.73%.7 f G P — — — 35 31��b �F( I �L:.-..I T; 1(( /� (1��lf 0 ��•c flue 35�, 1a� �L 5 D 3 ' 731)U A3. I( )D Ijlla 33PO Ind 14 (a D �,1 tli (d.,, (. w�✓n D:00 G .S.(. -� � Gwi s — i �- `% o �u A a 3 �'46q S 1� c �JY �L 1, DAa:r12 0 PWig(8-00) Department of Labor WEEKLY PAYROLL Bureau of Public Work For Contractor's Optional Use. Use of this form meets payroll notification requirements as stated on the Payroll Records Notification NAME OF CONTV�CTOR 0 '1 SUBCONTRACTOR.* ADDRESS A l l ld'�J FEIN FOR WEEK NDINPROJECT OS AND LOCATION p Owh of jw�0W PROJECT OR CONTRACT NO. It) NAME, ADDRESS, SOCIAL • SECURITY HUMBER OF EMPLOYEE (3) NO. OF WITH- HOLDINGS (3) WORN CLASSIFICATION ST'(SW OR Oi (A)DAYAND DATE (S) TOTAL HOURS (S) RATE OFPAY (7) GROSS AMOUNT EARNED III DEDUCTIONS NET WAGES PAID FOR WEEK )( ( p=i i O `') PW �� lv 11, Y )1 + f\ 1 FICA WITH -HOLDING TAX OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DAY C c: JS - w a 0 3 — p /) wqt 5�zk i'�1S J ,1 0 i77q� lb s 0 s D B 0 • o s 0 s 0 s 0 s 0 PW12(8-00) HIS CERTIFICA ION MUST BE COMPLETED ON EACH WEEKLY PAYROLL FORM USED BY THE CONTRACTOR OR SUBCONTRACTOR Date ��00,I— (b) WHERE FRINGE BENEFITS ARE PAID IN CASH �I IJ (Name of signatory party) (Title) do hereby state: n (1) that I payor supeXise the payment of the persons employed by twmraaor or 6uocontractop hat the payroll period commencing on the � t i T day of JxB �' , 20 OS, and ending the of of n v , 20 u , all persons employed on said project have been paid the full weekly wages earned, at no rebates lhave been or will be made either directly or indirectly to or on behalf of said from the full or Subcontractor) weeidy wages earned by any person and that no deductions have been made wither directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Articles 8 and 9 ,nd described below: (2)That any payrolls submitted for the above period are correct and complete; that the wage rates for aborers, workers, or mechanics contained therein are not less than the applicable wage rates contained in ny wage determination incorporated into the contract; that the classifications set forth therein for each borer, worker or mechanic conforms with the work he/she performed. (3)lany apprentices employed in the above period are duly registered in a bona fide apprenticeship rogram registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Paining, United Stales Department of Labor, or If no such recognized agency exists in a State, are cgistered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4)That (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS r{y In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate program for the benefit of such employees, except as noted in Section 4(c). ❑ - Each laborer, worker, or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate the amount of the required fringe benefit as listed in the contract, except as noted in Section 40 below, (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS: X SIGNATURE F i THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION (SEE ARTICLES 8 AND 9) 0 0 STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK CERTIFICATION OF OFFICER OF CONTRACTOR OR SUBCONTRACTOR lh l7 l� e am an officer with the title NAME OF OFFICER 1 lit of (e � I t�l' in the firm of and am authorized by that firm to sign and swear to the validity and accuracy of the statem below: (1) I pay or supervise the payment of laborers, workers andmechanicsemployed by project. ng the payroll peno commencing on the �7 j' °= day of c 20 CS- and ending the 1 day of_20 0�, all laborers, workers and mechanics employed on said project were paid the wages and supplements recorded as earned on the attached payroll records. No deductions have been made either directly or indirectly from the wages and supplements other than deductions shown on the payroll records. (2) complete. employee. The payroll records submitted for the above period and attached hereto are correct and The number of hours shown for each employee reflects the actual hours worked by that The classification shown for each employee is accurate and conforms with the work he or she performed. Signed Title of Officer Name of Firm Address Sworn to before me this day of O S THERESA E. EDWARDS (`#, Notary Public, Stale of New York No. 5010394 Qualified in Sulfolk County NOTARY PUBLIC OR OFFICIAL AUTHORIZED TO ADMRJISTER OATHS Commission Expires March 29,20 L_% ,)qd THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE SIGNATURE OF THIS CERTIFICATION AND CONTRACTOR OR SUBCONTRACTOR TO CTVTL OR r RIMtNA r. VRncF!`nTrnre Department of Labor WEEKLY PAYROLL Bureau of Public Work For Contractor's Optional Use. Use of this form meets payroll notification requirements as stated on the Payroll Records Notification NAME OF CONTP2❑ SUBCONTRACTOR* )ADDRESS UI �� �`��L( Ii 1176 1 FEIN (� p FOR WEEK EHDI PROJECT AND LOCATION PROJECT O CONTRACT N0, (1) NAME, ADDRESS, SOCIAL • SECURITY NUMBER OFEMPLOYEE 12) NO. OF WITH- HOLDINGS (T) WORK CLAssIHCATION ST OR OT NI DAY AND DATE (BI TOTAL HOURS (61 RATE OFPAY (7) AMOUNT EARNED III OEWCTO is U IBI NET AGES WPAID FOR 1I U I) 1 0� O FICA WITHHOLDING TAX OTTER TOTAL DEDUCTIONSWEEK l` Niab ( ,D , HOURS WORKED EACH OAY 4 s aoq 1)�1 Z' 'fi I Ii7� B 0 " �S' 4 (S'wu � V 137.5-C'A} l -y �( p-(zrn-t`r B 0 L 30. 1�1�. lijb i9o' HP `367' 7f, ��(r � �C _L.. i ,- �jlj � s O �4 !SI>A' 3 77) s O o s i;.,ct J}51,J-3 w �• �Li 5 '.� ,�. ow ^Z I�h�MY'V s D 1—] -7 —1 7 3S, o , (lad 1V' :t4 BSc SS u �Z �. ,�.0 1i7� i- w�E,+z OYILI B 0 1 S 1577�J� 1.lal,l ;j 6q I �' 105 1diS ;1 ,5 LY"'C'e"`� �t�-� I Qj � 1' D Id UI �nr n1i B 0 0 P1V12(8-00; THIS CERTIFICATION MUST BE COMPLETED ON EACH WEEKLY PAYROLL FORM USED BY THE CONTRACTOR OR SUBCONTRACTOR Dale )� 6'h JJ n (b) WHERE FRINGE BENEFITS ARE PAID IN CASH 1, (Name of signatory party) (Title) ❑ - Each laborer, worker, or mechanic listed in the above referenced payroll has been do hereby state: paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate the amount of the required fringe benefit as listed in the 0),that I pay or supervise the payment of the persons employed by contract, except as noted in Section 4© below. Ihati.w the�ayroll period 5pimencing on the,- � day of It N 20 and ending the of- lg �, 20, all persons employed on said project have been paid the full weekly wages e rned`, that no rebates have �bJeen or ill be made either directly or indirectly to or on behalf of said %A L 0 �� t %e �j� ��� from the full (Contractor or Sub ntractor) weekly wages earned by any person and that no deductions have been made wither directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Articles 8 and 9 and described below: (2)That any payrolls submitted for the above period are correct and complete; that the wage rates for 'aborers, workers, or mechanics contained therein are not less than the applicable wage rates contained in -ny wage determination incorporated into the contract; that the classifications set forth therein for each aborer, worker or mechanic conforms with the work he/she performed. (3)0any apprentices employed in the above period are duly registered in a bona fide apprenticeship Drogram registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training. United States Department of Labor, or if no such recognized agency exists in a State, are egistered with the Bureau of Apprenticeship and Training, United Slates Department of Labor, (4)That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above eferenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate program for the benefit of such employees, except as noted in Section 4(c). (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS: SIGNAT E i i THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION (SEE ARTICLES 8 AND 9) k LI AKA 437 South Country Road 0 0 Brookhaven • New York • 11719 (631) 286-8668 • FAX (631) 286-6314 EUGENE F. DALY, P.E., P.T.O.E.T" PRESIDENT and C.E.O. RAYMOND G. DiBIASE, P.E., P.T.O.E.T", EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P.E., VICE PRESIDENT L. K. McLean Associates, P.C. November 14, 2005 CONSULTING ENGINEERS Associates CHRISTOPHER F. DWYER JAMES L. DeKONING, P.E. ROBERT A. STEELE, P.E. Town of Southold Department of Waste Disposal ^ j 53095 Main Road c it JI Southold, NY 11971 Attn: Jim Bunchuck, Solid Waste Coordinator Re: Town of Southold — Transfer Station Construction & Site Improvements Project Letter recommending "Partial Payment Request #2" to Robbins & Cowan Inc. LKMA No. 05-067 Dear Mr. Bunchuck: We are in receipt of the second partial payment request from Robbins & Cowan, Inc. for the above referenced project. The work has been performed in accordance with the Plans and Specifications, and we are in agreement with Robbins & Cowan as to the extent of the completion of work as outlined in their payment application. Payment to the Contractor is recommended in the corrected amount of $291,599.65 ($306,947.00 less 5% retainage) for this requisition No -2. Enclosed please find the following: 1. Town of Southold — Standard Voucher in the corrected amount of $291,599.65 2. Engineers Partial Payment Certification 3. Contractor's Verification Affidavit 4. AIA Documents G702 & Continuation Sheet G703 5. Certified Payroll Records (Moresco Ltd. - Subcontractor) — received 10/31/05 If this payment request meets with your approval, please sign the attached Payment Voucher and forward this payment package to the Department of Accounting & Finance for further processing. Please keep the payment package stamped "COPY"for your records. If we can be of any further assistance in the processing of this payment, please contact this office. Very truly yours, w, F� 0 Christopher F. Dwyer Enc.: (5) Associate Cc: Southold Town Board Southold Town Clerk w/enc. Richard Robbins, Robbins & Cowan, Inc. w/enc. John Cushman, Department of Accounting & Finance (original payment package) LKMA File w/enc. Robbins & Cowan-Payment#2 Page 1 of 2 • Founded in 1950 • Vendor Na. Town of Southold, New York -Payment Voucher Vendor Tax MNumberar Social Security Number 11-2069326 Vmdor Address 179 New York Avenue Huntington, NY 11743 Vendor Name Robbins & Cowan, Inc. Vendc,Telephana Number 631-271-2324 Venom Contact Richard T. Robbins Invoice Number la,moe Data Invoice Total Discount Net Amount Claimed Purchase Order .Number Desctitin. of Goods or Service. General t.ad er Food and Account Number 3549 1/20/ 5 $291,699.@ own of Southold Transfer Station Land Residentia..rop- Payee Certification The undersigned (Claimant) (Acting on behalfafthe above named claimant) does hereby certify that the foregoing claim Is true and torrent, that no pert has been paid,excepuas a stated, that balance thec<in stated is actually due end owing, and at man, e own is exempt are excluded. Signatur � itle Trel�5 Company Name Data Bobbins & Cowan, Inc. Department Certification X hereby unify that the materials above specified have been received by me in good condition without substitution, the services properly performed and that the quantities tbereofhave been verified with the exceptions or discrepancies meted, and or mmt is approved. W 0 • _ N %11AA • L. K. IcLean Associates, P.C. PARTIAL PAYMENT CERTIFICATION PROJECT TITLE: TOWN OF SOUTHOLD — TRANSFER STATION CONSTRUCTION & SITE IMPROVEMENTS PROJECT LKMA PROJECT NO: 05067 CONTRACT NO: AMOUNT DUE THIS PAYMENT: $291,599.65 BETWEEN: ROBBINS & COWAN, INC.., AND THE TOWN OF SOUTHOLD I, L. K. McLean, Consulting Engineer for the Town of Southold, do hereby; certify that the work listed in the attached PARTIAL PAYMENT REQUISITION has been completed in accordance with the Plans and Specifications made part of the Contract between ROBBINS & COWAN, INC. and the Town of Southold, and certify that this work has been completed satisfactorily and has been received by the Town of Southold. DATED: PAYMENT NO: AMOUNT: Robbins & Cowan-Payment#2 November 14, 2005 2 $291,599.65 L. K. McLean Associates, P.0 Consulting Engineers Town of Southold Page 2 of 2 CONTRACTOR'S VERIFICATION This is to certify that all wages on account of labor performed upon the work of the Town of Southold Transfer Station NAME OF PROJECT have been paid and materials used with the exception of the following amounts due and owing: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) I being duly sworn, depose and say: I have read the foregoing certification subscribed by me and made under Section 220(a) of the New York State Labor Law and know the contents thereof, and the same is true to my own knowledge. Signed Sworn to before me this day of .20 Notary Public CORPORATE VERIFICATION STATE OF NEW YORK) ISS. i COUNTY OF SUFFOLK) Y y I, Richard T. Robbins being duly sworn depose and say: I am the Sea/Treasurer of Robbins & Cowan, Inc. a domestic Title Corporate Name (or' foreign) corporation making the foregoing statement; I have read the contents the a �zw e is true to my own knowledge. Sworn to before me this Signed �f110,t�h,d,,ayB of �,N'ov. ,ao 05 ' "«" �^ �Q�a �^�"�` ��� MELANIE LS;AUDWW NNtary Publi6J Notary PuMk, State of New Wec No. 4867510, Suffolk Cou*' Gemmie m E*e Ne"a*or 3, APPLICATION AND TOfOWNER) TOWN I FICATE FOR PAYMENT AIA DOCUA 53095 MAIN ROAD SOUTHOLD. NY 11971 FROM (CONTRACTOR) Robbins & Cowan, Inc. 179 New York Avenue Huntington, NY 11743 Fil CONTRACTOR'S APPLICATION FOR PAYMENT PROJECT: TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF VIA (ARCHITECT) L.K McLean Associates, P.C. 437 South Country Road Brookhaven. NY 11719 CHANGE ORDER SUMMARY Change Orders approved in previous months by Owner TOTAL ADDITIONS DEDUCTIONS Approved this Month (Column F on G703) Number Date Approved , g TOTALS $ 2,547.96- 32,547.W Net change by Change Orders The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. CONTRACTOR: OBBINS COWAN, INC. By: 11/9/05 ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-sfte observations and the data comprising the above application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AIA DGCUMENT G70Y APPLICATION AND CERTIF%]ATE FOR PAYMENT- MAY 1x03 EDITION 'AIA - 1963 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NMYMK AVENUE, N.W , WASHINGTON, D.C. 2M6 I G702 (Instructions on reverse side) Page One of APPLICATION NO: 2 APPLICATION DATE: 11/09/0` - PERIOD TO: 11/09/05 INVOICE NO: 3549 JOB t 05-08 LKMA 404050 CONTRACT DATE: 8124/05 Application is made for Payment, as shown below, in cot Continuation Sheet, AIA Document G703, is attached. D OWNER O ARCHITECT CONTRACTOR 0 ED wm3 the Contract. 1 ORIGINAL CONTRACT SUM ....................................... $ '_� 2,929,972.58 2 Net change by Change Orders .................................. $ 3 CONTRACT SUM TO DATE (Une 1 +2) ........................ $ ✓' 2,929,972.58 4 TOTAL COMPLETED & STORED TO DATE .................... $ �� 850,947.00 (Column G on G703) 5 RETAINAGE: 2f a. 5% % of Complate i Work $ 32,547,06 (Column D + E on G703) b. _ % of Stored Material $ (Column F on G703) Total Retainage (Line 5a + 56 or , g Total in Column I of G703) ............................... $ 2,547.96- 32,547.W 6 6 TOTAL EARNED LESS RETAINAGE ................................ $ 618,499.90- 7 LESS PREVIOUS CERTIFICATES FOR �9,0. G� PAYMENT (Line, 6 from prior Certificate) ................. $ / 326, 800.00 8 CURRENT PAYMENT DUE ............................................. $ / 291,gg690S -04< 9 BALANCE TO FINISH, PLUS RETAINAGE ........................ $2 3�g j (Line 3 less Line 6) State of: NEW YORK County of Suffolk o Subscribed and sworn to before me this )OX day of 9Z41_C.yri-:,_¢J2005 MELANIE L 9RUDINIMR Notary Public. Notary Public, State of New Ysltl My Commission expires: No. 4887510; Suffolk count - AMOUNT CERTIFIED ................................................. (Attach explanation if amount certified differs from the amount applied for.) ARCHITECT:: L' / By C ` _� . Date: Alf /4 Z� S This Certificate is not negotia. The AMOU CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract 6702.1983 • APPLICATION AND CERTIFICATE FOR PAYMENT - CONTINUATION SHEET TOWN OF SOUTHOLD CONTRACT A APPLICATION NO: 2 APPLICATION DATE: 11109105 INVOICE NO: 3549 TRANSFER STATION AND RESIDENTIAL DROP-OFF JOB # 05-08 LKMS NO: 04050 ITEM DESCRIPTION OF WORK NO SCHEDULED VALUE WORK COMPLETED MATERIALS TOTAL FROM THIS PERIOD PRESENTLY COMPLETED PREVIOUS STORED AND STORED TO APPLICATION DATE % BALANCE TO FINISH RETAINAGE 1 GEN.CONDA MOBILIZATION $ 438,000.00 $ 219,000.00 $ 109,500.00 $ 328,500.00 75% $ 109,500.00 $ 16425.00 3 SITE DEMO -CONCRETE $ 152,000.00 $ 129,200.00 $ 129,200.00 65% $ 22,800.00 $ 6,460.00 4 SITE DEMO -BLDG STURCTURES $ 104,000.00 $ 104,000.00 $ 104,000.00 100% $ $ 5,200.00 5 SITE DEMO -SITE FEATURES $ 15,600.00 $ 7,800.00 $ 7,800.00 5D% I$ 7,800.00 $ 390.00 6 BLDG. RELOCATION -ADMIN BLDG $ 39,000.00 $ 39,000.00 7 BLDG.RELOCATION-SCALEHOUSE $ 26,900.00 $ 26,900.00 8 SITE EXCAVATION & GRADING $ 130,096.00 $ 32,524.00 $ 32,524.00 25% $ 97,572.00 $ 1,626.00 9 PROPOSED SITE SANITARY SYSTEM $ 10,410.00 $ 3,123.00 $ 3,123.00 30% $ 7,287.00 $ 156.00 10 ROAD SYSTEMS -RCA SUBBASE MAT. $ 78,062.20 $ 78,062.20 13 SITE CONCRETE -CURB SYSTEM $ 82,836.00 $ 82,836.00 14 SITE CONCRETE -4" SIDEWALK $ 35,438.00 $ 35,438.00 15 SITE CONC.6"REINF.CONC. SLAB $ 13,455.00 $ 13,455.00 16 SITE CONC.6"REINF. CONIC. SLAB $ 25,480.00 $ .25,480.00 17 SITE CONC. 10" REINF. CONC. SLAB $ 23,587.20 $ 23,587.20 18 SITE CONC10"REINF/C.SLAB WIHARD. $ 174,616.00 $ 174,616.00 19 SITE CONC. REINF. STRUCTURAL $ 218,400.48 $ 218,400.48 20 SITE CONC. PRECST BLK RET. WALL $ 99,840.00 $ 99,840.00 21 BLDG. STRUCT. TRANSFER STATION $ 744,049.20 $ 744,049.20 24 500 GAL. WASTE OIL TANK $ 9,800.00 $ 9,800.00 25 SITE DRALSTRUCTIRINGS. ETC. $ 124,000.00 $ 24,800.00 $ 24,800.00 20% $ 99,200.00 $ 1,240.00 26 SITE DRAIN.18" HDPE CORR DR.PIPE $ 41,600.00 $ 41,600.00 SITE FENCING: 29 9 HIGH VINYL COAT FENCE & GATES $ 31,980.00 $ 31,980.00 30 X HIGH VINYL COAT FENCE & GATES $ 11,024.00 $ 11,024.00 34 SCALE SYST.WIGHBRIDGE FURN&INST $ 100,200.00 $ 21,000.00 $ 21,000.00 $ 79,200.00 $ 1,050.00 35 6" BOLLARDS STEEL SUP.& 20' POLE $ 27,000.00 $ 27,000.00 36 STEEL STAIRS & RAILING $ 11,000.00 $ 11,000.00 37 RADIATION DETECTION SYSTEM $ 21,900.00 $ 21,900.00 38 METHANE DETECTION SYSTEM $ 12,300.00 $ 12,300.00 39 SCALE VIDEO MONITORING SYSTEM $ 19,000.00 $ 19,000.00 40 GAS VENT MODICICATION $ 9,900.00 $ 9,900.00 41 DOMESTICE WATER SERVICE COMPLT $ 50,000.00 $ 50,000.00 42 FIRE SUP.WATER WELL &EQPMT.COM $ 28,500.00 1 1$ 26,500.00 43 FUEL DISPENSING SYSTM COMPLETE $ 11,600.00 $ 11,600.00 44 6" CR.STONE PVMTW/FILTER FABRIC $ 10,398.50 $ 10,398.50 2 829,872.68 '344,000.00 1$306,947.001 '650947.00 2,279,025.511 11 ✓ ✓ ✓ / / 3S U.S. Department of Labor Employment Standards Administration Wage and Hour Division PAYROLL (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) NAME OF CONTRACTOR L A AR SUBCONTRACTOR/ )Ot ADD,R,ESn$� % 1 / OMB NO. 12 //10 a ren 1-17r a 2—i /Y'cAv ( T �Y-UNLl�iriil^% �V � V / ( % VJ s♦LRasu __�_ NAME, ADDRESS, AND SECURITY NUMBER OFEMPLOYEE ONMENNE DEDUCTIONSSOCIAL 59, ii������ ���■■�������� We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructors, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatlo including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 Date ichl/O�� - Name of Signatory Party (Title) do hereby state: ((11)-TThha,/y I pay or supervise the payment of the persons a ploye11d by. G2eJ <O <—�._..__---- on th 40 (Contractor or Subcontractor; (Building or Work) <yJf Z JTi4 that during the payroll period commencing on the day of 6 , and ending the day ofduly- t. T -38�, (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will be made either directly or indifgctly to or on behalf of said from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c) and described below. Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or ,echanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHE RINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS n addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefits as listed in the contract, except as noted in 4(c) below (c) EXCEPTIONS EXCEPTIONiCRAFT EXPLANATION Remarks: NAME AND TITLE SIGNATURE THE WILLFUL FALSIFICATION O OF TH15ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. U.S. Department of Labor PAYROLL Employment Standards Administration (For Contractor's Optional Use; See Instructions, Form WH -347 Inst.) Wage and Hour Division NAME OF CONTRACTOR OR SUBCOryTRACTOR XX ADDRESS / OMB NO. 12 0�lnavcr� _'2 OR r-_ z4vv;7,�c-7w. AV 117Y3 We estimate that It will take an average of 55 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N,W., Washington, D.C. 20210 Wd NAME, ADDRESS, AND►SOCIAL SECURITY NUMBER OF EMPLOYEE . ... r�rr�rrs�� INNDEDUCTIONS ��■■ ,-©■moi ��i����•.�..�. We estimate that It will take an average of 55 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N,W., Washington, D.C. 20210 Date Name of Signatory Party (Title) do hereby state. (1) That I par or supervise the payment of the persons em loyed b <<%' (Contractor or Subcontractor) (Building or Work) thW during the payroll period commencing on the day of 19@8'_,, and ending the.-,%& day of dnYf (this should always be a ' day period) all persons employed on said project have been paid the full weekly wages, that no reabtes gave been or will be ma0e either directly or indirectly to or on behalf of said Z.ed cc: L -C/ . from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or echanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHER INGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: (b) WHERE FRINGE BENEFITS ARE PAID IN CASH - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefits as listed in the contract, except as noted in 4(c) below: (c) EXCEPTIONS EXCEPTION KRAFTJ EXPLANATION Remarks: NAME AND TITLE / SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. U.S. Department of Labor Employment Standards Administration Wage and Hour Division PAYROLL (For Contractors Optional Use; See Instructions, Form WH -347 Inst.) NAME OF CONTRACTOR OR SUBCONTRA TOR XX ADDRES S / �p OMB NO. 12 12 A9✓/aYv �T ��l/,1��/s1✓ /I. t� Z We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of infonnatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 n I- ' NMI-IBM";=M9MM1rN s , MMM0M MEMNON We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructons, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of infonnatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 L Date � 1.3 O.) a � Name of Signatory Party (Title) do hereby state: (1) That I y or supervise the payment of the persons em toyed y D CFJ __ on the � O (Contractor or Subcontractor) (Building or Work) Tom-- Ji xl that during the payroll period commencing on the 7_ C Vj r /� day of & r , 'I�"a , and ending the/a day of dey /7 (this should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes wave been or will be m9de either directly or indlrectly to or on behalf of said from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U, S.C. 276c) and described below Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or echanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) Thar (a) WHE RINGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below: (c) EXCEPTIONS EXCEPTION, CRAFT EXPLANATION Remarks: N;MAND TIT W SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF TFTE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. LK&A • L. K M• can Associates, P C. 437 South Country Road . Brookhaven • New York • 11719 CONSULTING ENGINEERS (631) 286-8668 • FAX (631) 286-6314 Associates EUGENE F. DALY, P.E., P.T.O.E.TM, PRESIDENT and C.E.O. CHRISTOPHER F. DWYER RAYMOND G. DIBIASE. P.E., P.T.O.E.'M, EXECUTIVE VICE PRESIDENT JAMES L. DeKONING, P.E. JOSEPH F. CLINE, P.E., VICE PRESIDENT ROBERT A. STEELE, P.E. ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P.E., VICE PRESIDENT November 14, 2005 �'j copy Town of Southold ItIL.]I Y Department of Waste Disposal 53095 Main Road Southold, NY 11971 Attn: Jim Bunchuck, Solid Waste Coordinator Re: Town of Southold — Transfer Station Construction & Site Improvements Project Letter recommending "Partial Payment Request #1 " to W.H.M. Plumbing LlCgA No. 05-067 Dear Mr. Bunchuck: We are in receipt of the first partial payment request from W.H.M. Plumbing & Heating, Inc. for the above referenced project. The work has been performed in accordance with the Plans and Specifications, and we are in agreement with W.H.M. plumbing & Heating as to the extent of the completion of work as outlined in their payment application. Payment to the Contractor is recommended in the corrected amount of $11,114.52 ($11,699.50 less 5% retainage) for this requisition No -1. Enclosed please find the following: 1. Town of Southold — Standard Voucher in the corrected amount of $11,114,52 2. Engineers Partial Payment Certification 3. Contractor's Verification Affidavit 4. AIA Documents G702 & Continuation Sheet G703 5. Certified Payroll Records (WHM Plumbing & Heating) — received 9/27/05 to 10/04/05 If this payment request meets with your approval, please sign the attached Payment Voucher and forward this payment package to the Department of Accounting & Finance for further processing. Please keep the payment package stamped "COPY"for your records. If we can be of any further assistance in the processing of this payment, please contact this office. Enc.: (5) Cc: Southold Town Board Very truly yours, Christopher F. Dwyer Associate Southold Town Clerk w/enc. William H. Mauff, WHM Plumbing & Heating, Inc. w/enc. John Cushman, Department of Accounting & Finance (original payment package) LKMA File w/enc. WHM Plumbing & Heating #1 a Founded in 1950 • Page I of 2 Town of Southold, New York- Payment Voucher WndocTaie ID Nvmbertr Social 3ecurttyNt ber endor Add No. Numbs Dam io�l Discount JAMoiatCl Number I Des - 'onofGoodsor Services :='4 al fe '=liirh6atid: ru6iSuriftia-`:- /19 Payee Certmeatlon The une—n4pU d (Miamno (Acting on bdraU f dw ehave owned erahnent) dors htartgrocstlty Nn No thregolag,taha is nue andararccl, that m pan hat been pad,CXZPLMftedn Staled, shasih-Wamoc [have(, Staled b1eh101{y due end owing, "Athatt�cs Dom which Qre Town is a Mpt s,nt udaL sr Department Certification I her&y c"fy Nd the nua" sabove specified have boon receiud by am in good emdtion wUhM substmnlnn, Qc services prupe y p rlh mrd and that thequawitja mereofheve been sattied itim thte oepti®s ordie3aepmcies nacd, aaA pryment'a apVmvM. Signahue 4 06L t --tom"' 16te_ Dam_ %� PS E LKAR A • L. K. tYlcLean Associates, P.C. PROJECT TITLE: PARTIAL PAYMENT CERTIFICATION TOWN OF SOUTHOLD — TRANSFER STATION CONSTRUCTION & SITE IMPROVEMENTS PROJECT LKMA PROJECT NO: 05067 CONTRACT: "C" AMOUNT DUE THIS PAYMENT: $11,114.52 BETWEEN: WHM PLUMBING & HEATING, INC.., AND THE TOWN OF SOUTHOLD I, L. K. McLean, Consulting Engineer for the Town of Southold, do hereby; certify that the work listed in the attached PARTIAL PAYMENT REQUISITION has been completed in accordance with the Plans and Specifications made part of the Contract between WHM PLUMBING & HEATING, INC. and the Town of Southold, and certify that this work has been completed satisfactorily and has been received by the Town of Southold. DATED: PAYMENT NO: AMOUNT: WHM Plumbing & Heating #1 November 14, 2005 $11,114.52 L. K. McLean Associates, P.C. Consulting Engineers Town of Southold Page 2 of 2 h►.YMi 'M�►' I� ► This is to certify that all wages onaccount f labb�o%r, performed upon the work of the Jo�-Aod 944343 ee NAME of PROJECT have been paid and materials used with the exception of the following amounts due and owing: Aloag STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) 2 4 / 14 -� 0, being duly sworn, depose and say: T have read the foregoing certification subscribed by me and made under Section 220(a) of the New York State Labyr Law and know the contents thereof, and the same is true to my QWn knowledge. gn Swo� to before me this Z y of //Ol!• aobs� �1 JANICE HELMER Notary Public, State of New York 52 Notary Public Noed in Suffolk Co Qualified in Suffolk County Commission Expires November 27, STATE OF NEW YORK) SS: COUNTY OF SUPpLK) " ! f 1// ! �1 being duly l�sworn � depo e and say: T am the l''Oslel � of � f� GY d a domestic Title Corporate Name corporation making the foregoing statement; T have read the contents thereof and t2 same is true to my own knowledge. ianed Swo to be #/4�day of Nota this v"200�9— - - JANICE HELMER Notary Public, State of New York 'If' No.01HE5052452 Qualified in Suffolk County Commission Expires November 27, is 'PLICATION AND CERTIFICATE FOR PAYMENT PAGE ONE OF PAGES -- ~ n7p�- / OWNER: Town of Southold PROJECT: Solid Waste Mgmt District Transfer Station, Southold, NY JM CONTRACTOR. VIA ARCHITECT WHM Plumbing & Heating Contractors, Inc. CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown balm. In connection with the Contract. Continuation Sheet AIA Document G703, is altacretl 1 ORIGINAL CONTRACT SUM.. .............. $ 43,178.00 • 2 Net change by Change Orders. ... . ........ 3 CONTRACT SUM TO DATE (Line i +/- 2). ..... $ 43,178.00 4 TOTAL COMPLETED & STORED TO DATE......... $ ✓ 11,699.50 5. RETAINAGE a. _5—% of Completed work (Columns D+E on G703) b. %of Stored Material. (Column F on 6703)... Total retainage (Line 5a +5!d or Total in column 1 of G703 ..... $ ✓584.98 Bt 6. TOTAL EARNED LESS RETAINAGE ............. (Line 4less Line 5 Total) 7@S PREVIOUS CERTIFICATES FOR PAYMENT 6 from prior Certificate) ............. 8 CURRENT PAYMENT DUE. _ _ . - ... 9 BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3less Line 6) $ k_ 32,063.48 as I APPLICATION NO: 1 R PERIOD TO: 11/4/2005 PROJECT NOS. "C" DISTRIBUTION TO: OWNER ARCHITECT CONTRACTOR The undersigned Contractors certifies that to the best of the Contractors knowledge, information and the belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payrn;nt shown herein is now due. & Heating Contractor, Inc. illiaan H. Mauff, President State of w York �•� Cou f: Suff - 1 Sub and sworn to before JANICE HELMER this 9th day of Notary Public, State of New York November 2005. No. 01HE5052452 Notary PublicQual'Ified in Suffolk County / My commission expires: Commission Expires November 27, ,Y9� ARCHITECTS CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data $ 584.98 compromising this application, the Architect certifies to the Owner that to the best of the ' Architect's knowledge, information and belief the Work has progressed as indicated, the quality $ 11,114.5,31— .051 of the Work Is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED $ 11,114.53 Gys AMOUNT CERTIFIED...................................................... (AtlaM aylnutlws rc,mwM cerfisd seen hom Ne... epO fa.IMWx Vs.m ur avornticn and m, ue cwM,nuon sheet nm are ahmged W m . b 1w sm. cemfied.) ARCHITECj n T— BY' DATE: 2 �l'f Zia S`L This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejeudice to any rights of the Owner or Contractor under this Contract • LZ CONTINUATION SHEET AIA DOCUMENT G703 AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, APPLICATION NO.: 1R contianing Contractors signed Certification, is attached. APPLICATION DATE: 11/72005 In tabulations below, amounts are stated to the nearest dollar. PERIOD TO: 11/4/2005 Use Column I on Contracts where variable retainage for line items may apply PROJECT: Solid Waste Mgmt. Dist. Transfer Sta., Southold, NY ITEM DESCRIPTION SCHEDULED WORK COMPLETED MATERIALS TOTAL % (GIC) BALANCE RETAINAGE NO. OF WORK VALUE FROM PREVIOUS THIS PERIOD PRESENTLY COMPLETED TO APPLICATION STORED AND STORED FINISH TO DATE 1 GEN. CONDITIONS IMOBILIZATION 2,053.00 0.00 1,026.50 0.00 1,026.50 50% 1,026.50 51.33 2 WATER SERVICE CONNECTION MAIN 10,673.00 0.00 10,673.00 0.00 10,673.00 100% 0.00 533.65 3 INTERIOR PLUMBING -TRANSFER STA 10,511.00 0.00 0.00 0.00 0.00 0% 10,511.00 0.00 4 INTERIOR PLUMBING -ADMIN. BLDG. 5,491.00 0.00 0.00 0.00 0.00 0% 5,491.00 0.00 5 INTERIOR PLUMBING -WEIGH FACILIT 7,225.00 0.00 0.00 0.00 0.00 0% 7,225.00 0.00 6 INTERIOR PLG. -EMPLOYEE TRAILER 7,225.00 0.00 0.00 0.00 0.00 0% 7,225.00 0.00 TOTALS 43,178.00 0.00 11,699.50 0.001 11,699.50 27% 31,478.50 584.98 Is IV FORM WH347 U.S. DEPARTMENT OF LABOR CONTRACTOR — SUB -CONTRACTOR — NAME INC. I PROJECT OR CONTRACT NO. PAYROLL NO. JOB NO. WEEK ENDING 1 �r� - tFOCLAND LOCATIOIW" IT— V --u I iIf Tq <- -7A 'Ofi er 5<.,v00 Em P. Cos 1 EOC� MO-RITY HOURS WORKED EARNINGS DEDUCTIONS NET PAY --- STT Dr. .11 .1. Dr. GOVERNMENT OTHER No. Name & AddressDEF� TRADE RATE .'A.I.ME RATE T A • E E A s uL 0 u p 0 L #T CHECK NO. 57�, T TOTAL EARNINGS J Emp. MOR I SOCIAL SEoRRITy HOURS WORKED EARNINGS DEDUCTIONS NET PAY - — — 77-7 - —777773-1 77 —01 GOVERNMENT OTHER No. Name & Address . DEP 1. 1 TRADE RATE OVERTIME RATE 1 5 A . VI 1 1 1 1 0 F V U A 0 1 1 Is I u T s u I ITI I I I A F I 0 I : CHECK NO. NTOTAL N J.1 Ti I TOTAL TOTALI L RI I I I I EARNINGS DEDUCTIONS Emp. SOCIAL SWARITY H WORKED A: EARNINGS DEDUCTIONS NET PAY T22 _ETD 1 T -T O.T. l�q OT 0, GOVERNMENT OTHER No. Name & Address De. RATE - DARATRIERATE U A T E a A c A T P1 II A T c T F S0 1 CHECK NO. • C L lA ETOTAL TOT AL 1 1 1 TOTAL D R EARNINGS DIE .. TORI, Ennp ;DE I �IAL REDMITV HOURS WORKEDNET EARNINGS DEDUCTIONS PAY TSTT GOVERNMENT OTHER No. Name Address a E TRADE RATE - MEATIRRE RATE Si V E V H A I 1: 1 1. I 1 1 IPI IT ------ T . I ISI .1 1 IT iL—L I . Al -------- TcT— F M E CHECK NO. u T T 11 1 U TOTAL TOTAL TOTALL I I EARNINGS I . DEDUCTIONS Emp. :ODE I EDOIA, .11, HOURS WORKED EARNINGS DEDUCTIONS NET PAY 777- rTV T= OT, TrO.TTT 0 T. GOVERNMENT t O THER No. Name & Address oDF EATIM RATE - E RATE H Sl : ju N 0 1. U T 1 11 �T F c Il I E R I I I CHECK NO. I'• ji N l H T T T A I ifR77AL TOTAL TOTAL $ DEDUCTIONS Emp. I SOCIAL EEO.I� HOURS WORKED EARNINGS DEDUCTIONS NET PAY R,O.T. I 111 11 Dr. GOVERNMENT OTHER No. Name & Address DER RATE - OVERTIME RATE Vr- �j -1 I I IS : 1 A J PI _LL T $ D JA IE CHECK NO. R TOTAL TOTAL TOTAL j,,I A I I I E ARNING$ I J -SI DEDUCTIONS CODE I OPP. ENG. CODE CLASSIFICATIONS CODE 2 J - j WRNEYMAN A RENTICE T -TRAINEE B C S- R - ST ,I OT,I REG OT, I OTHER I VAC I TAX I FED I SOC Date �//) (Name of signatory party) (Title) do hereby state: 111 That pay or supervise the payment (o\'f��t hef'p//e/arsons/ e pl D//b�y /� d on theme. oa ^.�i (� /r ws Q S A . (Contractor o subconractor) (Building or work) that during the payroll period commencing on the day of 20� and ending the day of OV 20� all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made eithe. dirsctly or indtrectly to or on behalf of said from the full (Contractor or subcontractor) eekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions a�s def in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under e�pelan Act, as amended (48 Stat. 948, 63 Stat, 108, 72 Stat. 967; 76 Stat. 357; 40 .C. 276c). and described below: (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated inti the contract; that the classifications set forth therein for each laborer or mechanic conform with 'he work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a state, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed it the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of said employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS a E FORM WH347 U.S. DEPARTMENT OF LABOR CONTRACTOR SUB -CONTRACTOR PAGE NO. NAME W.H.M. PLUMMN&& HEATING SI REGMITY HOURS WORKED I CONTRACTORS, INC. PAYROLL N 0 JOB EN IN IW105704/70VI PROJECT AND LocAI Enterprise ]Tr—iv—e— PROJECT OR CONTRACT NO 1 EARNINGS NET PAY SOUTHOLDTRANSFE 117 ,7 Q Emp. coa 1 SI REGMITY HOURS WORKED DEDUCTIONS No. Name & Address I, Go TEAM Reif OWITIME RATE EARNINGS NET PAY SIT 07 SIT OT, OT, GOVERNMENT OTHER : °j F 7.2 6603W'BRIEN,CHRIS Y OgEiGO9007 09 C6 7 u : A �c RI k. E 13 f97 A j 72 ITAXABLgl .1 EARNIN G I 3JOjI U A c,, ig 7333 S F A I I LE 138 GREEN STREET 2 �OCC TPL �71,j M 1 c 1L N I 13q8 I - id 7 c CHECK NO. 4399Q Rl' TOTAL TOTAL PORT JEFF STA, NY 11776 A 1.560 1 TOTAL 6 ARNIN( j E SI - 139; 1 NIS 26 6' Eivip.MCMITY HOURS WORKED DEDUCTIONS No. Name & Address "AGE RATE - OVERTIME RATE EARNINGS NET PAY SIT 0 T� GOVERNMENT OTHER 71 * s - :jI : F V "41 660440BRIEN. SEAN Y 09516Ci8725 tu Al El 4 8i 48 j ITAXABL�A EARNIN A I J, I j u Al I 6DC i - 32� 0 is 110 BEEKMAN AVE 20' 4, IPL Lium II u ':c t. k :6 5 1 F : c 411. CHECK NO. SLEEPY HOLLOW.NY EM TOTAL E5 J315 TOTAL 10591 J TOTAL j JEARNMGSI III 14i �6 OEDI ICTIONS - 21 214 1 25861 Emp. pIe SI 511 .as — HOURS WORKED A DEDUCTIONS Now Name & Address . . =E MTF NTREAAO'ITREE RATE EARNINGS NET PAY -, TT— --I -T7 - TT7 _=I GOVERNMENT I OTHER O 0 F u'A T F F TI E R L—t ILd CHECK NO. TOTAL o R TOTAL TOTAL • EARNINGS Emp. poEI E.I. SVMJRTV HOURS WORKED DEDUCTIONS No. Name & Address Do :.E; AEE RATE II. . EARNINGS NET PAY 777-777JR-77I GOVERNMENT OTHER u:T I ITI I IAj O A VI 1. A I A u I I c F C CHECK NO. TOTAL D R TOTAL TOTAL •HOURS EARNINGS Emp. I �IAL "SMURITY WORKED DEDUCTIONS No. Name & Address" R - RATE RATE - OREETIME RATE AT' EARNINGS NET PAY r., r. T. rrTTT..T GOVERNMENT OTHER E ]A L A P I I� I UI V Al c 11.1 I $1 L u III ELI 01 lo I I CHECK No. L 711 RE 5T.TAL TOTAL 7M TOTAL : i TOTAL EARNINGS DEDUCTIONS Emp. Mat C'� NI "I "I HOURS WORKED DEDUCTIONS No Name & Address TRAGE RATE .�ERIINE EAT. EARNINGS NET PAY .11 O.T. .11 O.T. ,I GOVERNMENT OTHER A 0 S 0 0 Ils I I 0 10 A F C C A E CHECK N0. TOTALD A El I I I ITOTAL I TOTAL SARMING L I S N DEDUCTIONS VOLUNTARY UtUUCI1UN5: UNION DEDUCTIONS CODE I OPP. ENG. CODE CLASSIFICATIONS 41-A 1.20-T C92HYS T A - NRENTICE J RNEY AN T - TRAINEE 0 - C - S_ R - OT REG OT 1801151 VAC ED SOC ED SOC OC 1�04 T" 19141 4 VET ' 11 C UNION TOT DEO EARN 10 9 I 0j 114 9 0- (CO //sintf Date <V t3!5 al 1 -/� ja ,. (Name of signatory party) (Title) do hereby state: (1) That I pay or supervise the payment of the pp�eerrsoonsmployed by on�� 'C C (C ./�f�actor subconradorl (Building or work) ch.t that during the payroll period commencing o the xk day of 20 , and ending the day of 204I , all persons em Toyed on said project have been paid the full weekly wages earned, that no rebates have been or will be made g1ther diLectly or indirectly to or on behalf of said from the full (Contractor or subcontractor) ieekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c). and described below: / (2) That any payrolls otherwi�4 under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with 'is work he performed. 13) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a state, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS PLaddition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of said employees, except as noted in Section ale) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. a 1� . A, FORM WH347 PAGE NO. U.S. DEPARTMENT OF LABOR W.H.M. Pt1J InallEATINQ CONTRACTOR NAME SUB -CONTRACTOR �l I CONTRACTORS, INC. PAYROLL NO. I JOB N . X09/27N/05I �EN tNGj PROJECT AND LOCXii6l"' I .... ..... PROJECT OR CONTRACT NO, 27� PAYROLL; q? 9 05 SOUTHOLDTRANSFE Emp. "MAYS M AN JOURNEYMAN OOE 1 SMl. ...ITY HOURS WORKED OT j DEDUCTIONS VAC TX 117 No, Name & Address • M, TRAM EARNINGS NET PAY EIT.TTO.T.OT.GOVERNMENT I I IL OTHER 805 q I I q 1 185el q 642821 AOPV IC TRA RATE - OVERTIME RATE T It i E J ITAXABJE F E 1 693 - 3779EGIBLIN,TIM Y 12431562080 R R T 59812 -Ac EARNIN PI CIl Oqjj �v .1 $ 34219 uTj 42 GARDEN AVE 131 EjDPER R kT C T : -1 �A 98i2 F j t57 At CHECK NO. MILLER PLACE. NY idTOTAL TOTAL 1 1764 1:26C12 J. I di; El 0 j JE ARNINQ 'I 021 ONI 2560 237; Emp. a l SOCIAL SECURITY HOURS WORKED DEDUCTIONS No. Name & Address M,OOE TEAMET EARNINGS PAY E T77� 7 7 ITTT7 O.T.777 ..T GOVERNMENT If OTHER RATE - MERTIRRE RATE RI vi 1 TAXABIL E 211TI 74811PUGLISI,SAL Y 092�66;9396 A 71C u I 'j j 57 �A j JEARNINI, T T 13 EJOC I A O� 30 3 S i 0 '1 c 28 SPRUCETON ST 13E 6E RE R u 7 r I k t. 1 T : 0 1 I i j 1 54.6 �Aj El 4 1 4 2C� T 1 11 ^j CHECK NO. SELDEN,NY - 14 I A� a : : TOTAL j.EI IJ j I d I TOTAL I I TOTAL 11784 J 12.6 Ic i 4c t EARNINGS 7 57 r, SE5 0 5 DEDUCTIN 27401 238i Emp. ;MR, I SOCIAL isoARITY . -.4 HOURS WORKED DEDUCTIONS No. Name & Address !0 Mp M TEAM RATE OVERTIME RATE EARNINGS NET PAY I ITT I 0. I ISTTI C.T. I � I OT GOVERNMENT OTHER A V E A $1 1 .1 p T c zTa i i A CHECK NO. TOTAL D Is TOTAL TOTAL EARNINGS E DED TI ON$ UC Emp.SOCIA, HOURS WORKED DEDUCTIONS No. Name 8 Address :MR I TRAM RATE OVERTIME VERTIME RATE EARNINGS NET PAY T'STT'r'O D.T. GOVERNMENT 1 OTHER NI Tr I EVI A T Q A C z I I . I�E 1 IT F T lu T s i !i xz • Tti z A cl CHECK NO. I I TOTAL I TOTAL EARNINGS DEDUCTIONS Emp. AL HOURS WORKED DEDUCTIONS NO. Name & Address a W c TRADE RATE - I "�IE E.Tl.OVERNMENT EARNINGS NET PAY TaTT T.T..T. rT�TIT 7-, OTHER VI 0 ITI A I I I JE P I 1- TI A T I I T IN F A CHECK NO. TOTAL E 11 TOTAL TOTAL • EARNINGS1 DEDUCTIONS Emp. Name & Address DE PI L ERANT� R.IAL TECARITY ,Z. TEAM HOURS WORKED EARNINGS DEDUCTIONS NET PAY _T_ 7,77,71- -T=-, GOVERNMENT OTHER No. RATE . Tr.e RATE TE MTI.. RATE T : M; Al 1 A 0 E A U A $ A II 1 1, A I IV c 11 IE 1 c Ul ARRRL T I IT.TALIl I I I I TOTAL TOTAL I I I IE EARNINGS DEDUCTIONS VOLUNTARY DEDUCTIONS: UNION DEDUCTIONS CODE I OPP. ENG. CODE CLASSIFICATIONS "MAYS M AN JOURNEYMAN ST 2 OT REG 1 175bli OT j OTHER � VAC TX 117 9 SUI: d CHECK TOTAL STATE 805 q I I q 1 185el q 642821 AOPV IC TRA 64$8A 0- 1, L;U) Date (Name of signatory party) (Title) do hereby state: /((11)),T'hhaat I payor supervise the payments of the �persons employed by p.//��p P/`SO4,I-1' on the aJq ADJJ 7M-4J/ce Con ract}oj or sub co nract.0 (Building or work) 57 46 during the payroll period commencing on the day of 20!?, and ending thAvc J, day of 20 a all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be_mede .either directly or indi[ectly to or on behalf of said from the full or subcontractor) reekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276cl. and described below: (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with 'he work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a state, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: _(a)lWHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ,K—:ky—In addition to the basic hourly wage rates paid to each laborer or mechanic listed in addition above referenced payroll, payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of said employees, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (CI EXCEPTIONS LKAKA 1. K. 0 MC'6t1P ,4ssociates, PC. 41 ' South Country Rond e Hrool.h r Icw � i, • 11-110 CONSULT INO ENGINEEGS RECEIVED (631)266-Kers . FAX (031)28e-6+14 Associates EUGENE E DALY, P.E., P. T.0 E T", PRESIDENT and C.E.O. 'Ur 0 ?r'�� CHRISTOPHER F. DWYER RAYMOND G. DIBIASE, P.E., P.T.0 E."' EXECU'i'M_ VICE PRESIDENT JAMES I_ DeKONING, P.E. JOSEPH F. CLINE, P.E., VICE PRESIDENT ROBERT A. STEELE, P.E. ROY R FULKERSON, P.L.S-, VICE PRFnDO M7 ALBERT T. DAWSON, P.E , VICE PRESIDENT Southold Town Clerk October 17, 2005 Town of Southold Department of Waste Disposal COPY 53095 Main Road Southold, NY 11971 Attn: Jim Bunchuck, Solid Waste Coordinator Re: Town of Southold — Transfer Station Construction & Site Improvements Project Letter recommending "Partial Payment Request #1 " to Robbins & Cowan Inc. LKMA No. 05-067 Dear Mr. Bunchuck: We are in receipt of the first partial payment request from Robbins & Cowan, Inc. for the above referenced project. The work has been performed in accordance with the Plans and Specifications, and we are in agreement with Robbins & Cowan as to the extent of the completion of work as outlined in their payment application. Payment to the Contractor is recommended in the amount of $326,800 ($344,000.00 less 5% retainage) for this requisition No -I. Enclosed please find the following: I. Town of Southold — Standard Voucher in the amount of $326,800.00 2. Engineers Partial Payment Certification 3. Contractor's Verification Affidavit 4. AIA Documents G702 & Continuation Sheet G703 5. Certified Payroll Records (Noresco Ltd. - Subcontractor) — received 10/14/05 If this payment request meets with your approval, please sign the attached Payment Voucher and forward this payment package to the Department of Accounting & Finance for further processing. Please keep the payment package stamped "COPY" for your records. If we can be of any further assistance in the processing of this payment, please contact this office. Very truly yours, Christopher F. Dwyer Enc.: (5) Associate Cc: Southold Town Board Richard Robbins, Robbins & Cowan, Inc. w/enc. John Cushman, Department of Accounting & Finance (original payment package) LKMA File w/enc. Robbins & Cowan-Payment#I Page 1 of 2 s Founded in 1950 Town of Southold, New York -Payment Voucher Vendor Na. ;(7iwcA \q:., f•: '.... , _;:.: r._c,• 4; ; ,..t,;��. ;,�:. Y{: Vendor Tax ID Number or Social Security Number 11-2069326 Vendor Address rARLkiil bC {: ii: �'];w :�.:, •f, 179 New York Avenue Anil{t i')alC v. r . -•k::4 Huntin ton NY 11743 ..`'... ......'' :;>i ......... ' :'�� •,• ; WJ. - Vendor Name Robb ins & Cowan Inc. Vendor Telephone Number 631-271-2324 Vendor Contact Richard T. Robbins Invoice Number Invoice Date Invoice Total Discount Net Amount Claimed Purchase Order Number Description of Goods or Services General Ledger Fund and Account Number 3542 0/12/ 5 $326,9800.06 Town Transfer Station and Residential D op -Off I Payee Certification The undersigned (Claimant) (Acting on behalf of the above named claimant) does hereby certify that the mg,:,g claim is true and correct, that no part has been paid, except as th ted, Nat t glance therein stated is actually due and owin& and t t r ft m whwin is exempt are excluded. signature e Treasurer Company Name Date Robbins & Cowan, Inc. 10/12/ Department Certification I hereby certify that the materials above specified have been received by me in good condition without substitution, the services properly performed and that the quantities thereof have been verified with the exceptions or discrepancies noted, and payment is approved. • • ` ® L. Ki 110,,av associates, P. C. PARTIAL PAYMENT CERTIFICATION PROJECT TITLE: TOWN OF SOUTHOLD —TRANSFER STATION CONSTRUCTION & SITE IMPROVEMENTS PROJECT LKMA PROJECT NO: 05067 CONTRACT NO: AMOUNT DUE THIS PAYMENT: $326,800.00 BETWEEN: ROBBINS & COWAN, INC.., AND THE TOWN OF SOUTHOLD I, L. K. McLean, Consulting Engineer for the Town of Southold, do hereby; certify that the work listed in the attached PARTIAL PAYMENT REQUISITION has been completed in accordance with the Plans and Specifications made part of the Contract between ROBBINS & COWAN, INC. and the Town of Southold, and certify that this work has been completed satisfactorily and has been received by the Town of Southold. DATED: PAYMENT NO: nue1e1N I�1 I October 17, 2005 $326,800.00 L. K. McLean Associates, P.0� Consulting Engineers Town of Southold Robbins & Cowan-Payment#1 Page 2 of 2 OCT.17.2005 9:28AM T0: 2712335 NO.105 P.2P 2 OCT,15-2005 1�?:30 FROM: , • CONMMCTORI mYFIC.b'P=ON This is to certify that all wages on account of labor performed upon the work of the Town of Southold Transfer Station NAME OF PROJECT have been paid and materials used with the exception of the following amounts due and owing: STATE OF NEW YORK) SS: COUNTY OF SuproLK) Y , being duly sworn, depose and say: I hq:.ve read the foregoing certification subscribed by me and made under Section: 220(a) of the Now York State Labor Lav and know the contents thereof, and the same is true to my own knowledge. Sworn to before ma this day of , zo Notary Public STATE OF NEW YOAX) SS: COUNTY OF SUFFOLX) Signed I, John A, Rnhh�Tr, being duly sworn depose and say: I am the President of Robbins & Cowan. Inc. a domestic Title Corporate Name (or foreign) corporation making the foregoing statemeritp I have read the contents thereofii (t]hn same is true to my own knowledge. / � .A Sworn to before me -this ' 17thdaY of October z o 05 gIEL SiAUDp19�11 466951: 9iffadlltpCo�uAt Notary Public en 44 � oL06 �p APPLICATION AND CERTIFICATE FOR PAYMENT AIA DOCUMENTG702 (Instta«lons cn One of TO (OWNER) TOWN OF SOUTHOLD PROJECT: APPLICATION NO: 1 is rl on to: 53095 MAIN ROAD TOWN OF SOUTHOLD APPLICATION DATE: 10/061Y Ceol NER SOUTHOLD, NY 11971 TRANSFER STATION AND PERIOD TO: 10/06105 ARCHITECT (Column G on G703) RESIDENTIAL DROP-OFF CONTRACTOR FROM (CONTRACTOR) Robbins & Cowan, Inc. VIA (ARCHITECT) INVOICE NO: 3542 O 179 New York Avenue L.K. McLean Associates, P.C. JOB ao5-Os b. of Stored Material $ Huntington, NY 11743 437 South Country Road LKMA #04050 CONTRACT FOR CONTRACT A Brookhaven, NY 11719 CONTRACT DATE: 6/24/05 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for Payment, as shown below, in connection with the Contract. 17,200.00 Continuation Sheet, AIA Document G703, is attached. $ CHANGE ORDER SUMMARY Change Orders approved in previous months by Owner TOTAL MFproved this Month ADDITIONS DEDUCTIONS Number Date Approved 3 CONTRACT SUM TO DATE (Line 1 + 2) ........................ $ TOTALS 4 TOTAL COMPLETED & STORED TO DATE .................... $ Net change by Change Orders The undersigned Contractor certifies that to the best of the Contractor's knowiedge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, and that current payment shown herein is now due. �NTRACTOR: ROBBINS & COWAN, INC. // 1175, 10/12/05 ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising the above application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. 1 ORIGINAL CONTRACT SUM ....................................... $ 2,929,972.58 2 Net change by Change Orders .................................. $ 3 CONTRACT SUM TO DATE (Line 1 + 2) ........................ $ 2,929,972.58 4 TOTAL COMPLETED & STORED TO DATE .................... $ 344,000.00 (Column G on G703) 5 RETAINAGE: a. 5% % of Completed Work $ 17,200.00 (Column D + E on G703) b. of Stored Material $ _% (Column F on G703) Total Retainage (Line 5a + 5B or Total in Column I of G703) ............................... $ 17,200.00 6 TOTAL EARNED LESS RETAINAGE ................................ $ 326,800.00 7 LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) ................. $ 0.00 8 CURRENT PAYMENT DUE ............................................ $ 328,800.00 9 BALANCE TO FINISH, PLUS RETAINAGE ........................ $ 2,603,172.58 (Line 3 less Line 6) State of: NEW YORK County of Suffolk Subscribed and sworn to before me this 10 day of ©Celt Notary Public ri Neral r NO ierk ( ttbsi ult Lx0ves Nuveal w .i, acz16 My Commission expires: AMOUNT CERTIFIED ................................................. $ J,R j�. 8d d . J o (Attach explanation if amount certified differs from the amount applied for.) ARCHITECT: By: 2 F -0'G -.r Date: Ol t i7 )40 This Certificate is not ne0able. The AMO T CERTIFIED is payable only only to�— Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. AIA bOCUMENT G70r APPLICATION AND CERTIFICATE FOR PAYMENT' MAY 1953 EDITION 'AA ' 1983 G7024983 THEAMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N w, WASHINGTON. OO.200/6 • APPLICATION AND CERTIFICATE FOR PAYMENT- CONTINUATION SHEET APPLICATION No; 1 APPLICATION DATE: 10/0605 INVOICE NO: 3542 TOWN OF SOUTHOLD CONTRACT A TRANSFER STATION AND RESIDENTIAL DROP-OFF JOB # 05-08 LKMS N0: 04050 ITEM DESCRIPTION OF WORK NO SCHEDULED VALUE WORK COMPLETED MATERIALS TOTAL % FROM THIS PERIOD PRESENTLY COMPLETED PREVIOUS STORED AND STORED TO APPLICATION DATE BALANCE TO FINISH RETAINAGE 1 GEN .COND.& MOBILIZATION $ 438,000.00 $ 219,000.00 $ 219,000.00 50% $ 219,000.00 $ 10,950.00 3 SITE DEMO -CONCRETE $ 152,000.00 1 $ 152,000.00 4 SITE DEMO -BLDG STURC7URES $ 104,000.00$ 104,000.00 $ 104,000.00W$$$ 5,200.005 SITE DEMO -SITE FEATURES $ 15,600.00 .006 BLDG. RELOCATION -ADMIN BLDG $ 39,000.00 .007 BLDG.RELOCATION-SCALEHOUSE $ 26,900.00 ,008 SITE EXCAVATION & GRADING $ 130,096.00 6.009 PROPOSED SITE SANITARY SYSTEM $ 10,410.00 .00 ROAD SYSTEMS -RCA SUBBASE MAT. $ 78,062.20 .2013 _10 SITE CONCRETE -CURB SYSTEM $ 82,836.00 6.0014 SITECONCRETE-4-SIDEWALK $ 35438.00 ,8.00 15 SITE CONC.6"REINF.CONC. SLAB $ 13,455.00 $ 13,455.00 16 SITE CONC .B"REINF. CONC. SLAB $ 25,480.00 $ 25,480.00 17 SITE CONC. t0" REINF. CONC. SLAB $ 23,587.20 $ 23,587.20 18 SITE CONC10"REINF/C.SLAB W/HARD. $ 174,616.00 $ 174,616.00 19 SITE CONC. REINF. STRUCTURAL $ 218,400.48 $ 218,400.48 20 SITE CONC. PRECST BLK RET. WALL $ 99,840.00 $ 99,840.00 21 BLDG. STRUCT. TRANSFER STATION $744,049.20 $ 744,049.20 24 500 GAL. WASTE OIL TANK $ 9,800.00 $ 9,800.00 25 SITE DRALSTRUCT/RINGS. ETC. $ 124,000.00 $ 124,000.00 26 SITE DRAIN.18" HDPE CORR DR.PIPE $ 41,600.00 $ 41,600.00 SITE FENCING: 29 6' HIGH VINYL COAT FENCE & GATES $ 31,980.00 $ 31,980.00 30 4' HIGH VINYL COAT FENCE & GATES $ 11,024.00 $ 11,024.00 34 SCALE SYST.WIGHBRIDGE FURN&INST $ 100,200.00 $ 21,000.00 $ 21,000.00 $ 79,200.00 $ 1,050.00 35 6" BOLLARDS STEEL SUP.& 20' POLE $ 27,000.00 $ 27,000.00 36 STEEL STAIRS & RAILING $ 11,000.00 $ 11,000.00 37 RADIATION DETECTION SYSTEM $ 21,900.00 $ 21,900.00 38 METHANE DETECTION SYSTEM $ 12,300.00 $ 12,300.00 39 SCALE VIDEO MONITORING SYSTEM $ 19,000.00 $ 19,000.00 40 GAS VENT MODICICATION $ 9,900.00 _ $ 9,900.00 41 DOMESTICS WATER SERVICE COMPLT $ 50,000.00 $ 50,000.00 _ 42 FIRE SUP.WATER WELL &EQPMT.COM $ 26,500.00 $ 26,500.00 43 FUEL DISPENSING SYSTM COMPLETE $ 11,600.00 $ 11,600.00 44 6" CR.STONE PVMTW/FILTER FABRIC $ 10,398.50 $ 10,398.50 $ 2,929 972.58 $ $ 344,000.00 344 000.00 r 2,58S 972.58 $ 17 200.00 U.S. Department of Labor Employment Standards Administration Wage and Hour Division PAYROLL (For Contractor's Optional Use, See Instructions, Form WH -347 Inst.) NAme Ur• GUN r NAU i UK OR 51.15GONTCTOR LXI ADDRESS OMB N0. 12 PAYROLL NO. —,FOR WEEK ENDING: NAME, ADDRESS AND JOCIAL SECURITY NUMSER— OF EMPLOYEE WORK. _CLASSIFICATION JIM DEDUCTIONS NOME! MENEM We estimate that it will take an average of 56 minutes to complete this collection of information, including time for reviewing instructors, searching existing data sources gathering and maintaining the data needed, and completing and reviewing the collection of information. If you have any comments regarding these estimates or any other aspect of this collection of informatio including suggestions for reducing this burden, send them to the Administrator, Wage and Hour Division, ESA. U.S. Department of Labor, Room N3502, 200 Constitution Avenue, N.W., Washington, D.C. 20210 Date Name of Signatory Party (Title) do hereby state: (1) ThayI pay or supervise the payment of the persons employed by lAlc7kejeo Lrd on the - Gu• 4o! %R/avtrrtr (Contractor or Subcontractor) (Building or Work) ;;that during the payroll period commencing on the day of and ending the e7 day of d@¢ Ql his should always be a 7 day period) all persons employed on said project have been paid the full weekly wages, that no reabtes have been or will be made either directly or indirectly to or on behalf of said Ccs from the full (Contractor or Subcontractor) wages earned by any person and that no deductions have been made either directly or in- directly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A),issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108,72 Stat. 967: Stat 357: 40 U.S.C. 276c) and described below: Describe as: Income Tax - Social Security Tax - State Income Tax Union Dues - Advance of Salary - Etc. (Personal Loans - TV Payments - Car Payments & like are NOT Authorized) (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete: that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship & Training, United States Department of Labor, or if no such recongnized agency exists in a State, are registered with the Bureau of Apprenticeship & Training, United States Department of Labor. (4) That: (a) WHER INGE BENEFITS ARE PAID TO APPROVED PLANS FUNDS OR PROGRAMS - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the referenced payroll, payments of fringe benefits as listed in the contract have been, or will be made to the appropriate program for the benefit of such employees, except as noted in Section 4(c) below: (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ - Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sur of the basic hourly wage plus the amount of the required fringe benefit: as listed in the contract, except as noted in 4(c) below: (c) EXCEPTIONS EXCEPTION ,CRAFT EXPLANATION Remarks: NAME AND TITLE SIGNATURE THE WILLFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OR SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. a PATRICIA A. FINNEGAN • • JOSHUA Y. HORTON TOWN ATTORNEY O�gUFFO(,�c Supervisor Patricia.finnegan@town.southold.ny.us ,r a KIERAN Al. CORCORAN Town Hall Annex, 54375 Route 25 HP,O. Box 1179 ASSISTANT TOWN ATTORNEY �. T Southold, New York 11971-0959 kieran.corcoran@town.southold.ny.us LORI HULSE MONTEFUSCO ( �a� Telephone (631) 765-1939 ASSISTANT TOWN ATTORNEY Facsimile (631) 765-6639 lori.montefusco@town.southold.ny.us OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD MEMORANDUM To: Members of the Town Board From: Kieran M. Corcoran, Esq. Assistant Town Attorney Date: July 1, 2005 Subject: TOS Transfer Station Attached is a Memo from Chris Dwyer of L.K. McLean Associates, P.C., with regard to the above -referenced project. In recent weeks, Chris has met on numerous occasions with Supervisor Horton, Councilman Romanelli, Comptroller John Cushman, Jim Bunchuck, Town Attorney Pat Finnegan, and myself in an attempt to position the project in a manner in which it may move forward. As you may be aware, upon being put to bid, the project's cost came in at an unacceptably high cost estimate. This group has thus worked diligently to cut unnecessary elements of the project as bid, while retaining the essential elements of the project promised to the public during the bond hearings. Certain aspects of the project have been scaled back; others could be accommodated by the Town's own workforce through its supply or contracts at a greatly reduced cost; still others may more appropriately be accomplished as operational costs of the Solid Waste Management District budget. However, as it stands, there is no room for contingency in the bonded component of the budget. Please review the attached Memo for the various details. Please also note that, in addition to the approximately $150,000 in operational budgeting, approximately $100,000 in consulting fees must be allocated in the 2006 budget. r 0 If the Board is inclined to move forward on this basis, it may then resolve to accept the lowest respective bids as reflected in Chris Dwyer's recommendation. KMC/lk Enclosure cc: Ms. Elizabeth Neville, Town Clerk (w/encl.) Mr. John Cushman, Comptroller (w/encl.) Patricia A. Finnegan, Esq., Town Attorney (w/encl.) 2 "��`��® • L. K. McLean Associates, P.C. 437 South Country Road e Brookhaven < New York • 11719 CONSULTING ENGINEERS (631)286-8668 . FAX(631)296-6314 Associates EUGENE F. DALY, P.E., P T_O.E TM, PRESIDENT and C.E.O. CHRISTOPHER F. DWYER RAYMOND G. DiBIASE, P.E., P.T.O.E TM, EXECUTIVE VICE PRESIDENT JAMES L. DeKONING, P.E. JOSEPH E. CLINE, P.E., VICE PRESIDENT ROBERTA. STEELE, P.E. ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P.E., VICE PRESIDENT 7 2005 June 13, 2005 Town of Southold Main Road Southold, New York 11971 COPY ATT: Joshua Y. Horton, Supervisor Re: "Southold Town Transfer Station & Residential Drop-off Facility Construction" Revised Bid Breakdown — Modify Contract to Facilitate Bond & Operational Budgets LKMA Project #:04-050 Dear Supervisor Horton: In accordance with your request, L.K. McLean Associates, P.C. (LKMA) is pleased to submit the attached revised "Bid Breakdown" for the three (3) contracts (A, C and D) associated with the above referenced project. Our office eliminated and/or decreased many items of the General Construction Contract "A" while maintaining the core requirements of the project as identified in Section I of the attached Bond Resolution No. 815 of 2004. As you are aware, the goal of our evaluation was to lower the combined contract cost below $3,155,000 (conceptually derived budget available) without undermining the overall integrity and intent of the design. Based upon meetings with the Southold Town Attorney and Comptroller, our office has identified certain items that will be included in the award but funded through the Town's Operational Budget. As defined on the attached spreadsheet, the following items are proposed to be either deleted or decreased from the contracts: Contract "A" — General Construction (Apparent Low Bidder — Robbins & Cowan) Item 42 — Site Demolition Pavement Surfaces — The removal and disposal of all asphalt pavement surfaces within the project area to be performed by Town Forces. This item is one of the more significant costs against the budget. Based upon discussions with Jim Bunchuck, our office is confident that with clear direction and close coordination with the General Contractor, Town Forces will be able to remove the asphalt material and stockpile on-site until final disposal is required. The proposed cost to be saved on this item is $109,296.00. This is one of the few items removed from the Contract that would require town resources (machinery and manpower). Item #S — Site Demolition — Site Features — The removal and disposal of site features within the project area includes the removal of the existing scales. Based upon a conversation with Terry Osweiller of Osweiller Bros. Equipment (scale dealers and installers), by salvaging the scales rather than disposing them (2), the Town would be credited $7,000.00 (Item 5a on attached bid U rounded ill 1930 o MARA 4o L. K. IAean Associates, P.C. breakdown) by the Contractor (as passed through by their Subcontractor). The credit accounts for any transportation costs incurred by the Contractor as well. The Town would have to provide an area for the scales to be staged until a sales agreement is made by Osweiller Bros. Equipment. Item #6 — Building Relocation — Administrative Building — This Item would still be awarded, however, since the relocation of the existing Administrative Building is for the purpose of overseeing the waste handling operations, the Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the lump -sum cost offered by the apparent low bidder ($39,000) would not be applied to the Bond Resolution. The infra -structure (asphalt parking area, curbing, drainage, concrete foundation/slabs, water, electric and sanitary system) would still be included in the project. Item #11 — Road Systems — Type 3 Asphalt Binder Course — Based upon conversations with the Town, Robbins & Cowan and Corrazini Paving (the Town's 2005 Annual Asphalt Contractor) it appears that Item #11 of the Contract can be performed through the Town's Annual Asphalt Contract. The Town's unit cost for the installation of Type 3 Binder Course ($52.00/ton) is much less expensive than the unit cost (by conversion = $84.20) provided in the Contract "A". The quantity under this item would remain at 124,700 square feet. However, based upon the difference in the two unit cost prices (by ton) and the required tonnage (2,100 tons) the Town will save $67,620 ($84.20 - $52.00 x 2100 tons) without decreasing any quantity from the project. A revised total estimated cost of $109,200 would be used from the project's bond as defined by Item Ila on the attached Bid Breakdown. Item #12 — Road Systems — Type 6F Asphalt Top Course — Since Item #11 is to be performed through an annual contract it is appropriate that Item #12 is performed by Corrazini as well. The proposed road system consists of 6" of RCA subbase material, 2 V2" Type 3 dense binder (asphalt) overlaid by a 1 ''/2" Type 6F Top Course (asphalt). Again, the Town's unit cost for the installation of Type 6F Top Course ($52.00/ton) is less expensive than the unit cost (by conversion = $56.41) provided in the Contract "A". The quantity under this item would remain at 135,700 square feet. However, based upon the difference in the two unit cost prices (by ton) and the required tonnage (1,400 tons) the Town will save $6,174 ($56.41 - $52.00 x 1400 tons). Although this is not a significant savings the two (2) courses of asphalt (Items 11 & 12) should be installed by the same Contractor. A revised total estimated cost of $72,800 would be used from the project's bond as defined by Item 12a on the attached Bid Breakdown.. Item #22 — Building Structures — Home Exchange — By deleting the building structure associated with Item #22 of the Contract the Town can expect to save $29,764.80. The parking area, curbing, drainage, electric service and concrete slab would still be part of the project. Therefore the Town could use the existing concrete blocks on-site to construct a three (3) sided structure to contain the salvaged items. This item is identified in the Bond Resolution and will be constructed by Town Forces once all of the above listed items (infrastructure) in the Contract are installed by the Contractor. The Town has all materials necessary to construct the enclosure. Item #23 — Building Structures — Attendant's Booth — By deleting the building structure associated with Item #23 of the Contract the Town can expect to save $29,000.00. The concrete and electric service would still be included in the contract. The Town could construct a booth or Revise Bid Bicakdown Letter Page 2 of 6 . 111AA 9 L. K. Aean Associates, P.C. purchase another type of enclosure as part of this project and at a lower cost than offered by the Contract. The structure would be financed by the Bond. Item #27 — Site Signage — Since the Town currently has the resources available to install standard traffic signs, the elimination of this item will not compromise the integrity of the project. Makeshift signs and traffic maintenance has been performed by the Town in the past. By deleting this item from the Contract the Town can expect to save $23,000.00. The signs associated with this project shall be installed by the Town or through an Annual Contract. The cost of the sign installations shall be charged back from the Sanitary District Budget to the Town Highway Department budget. Item #28 — Line Striping — 4" Wide — Since the Town currently has the resources available or annual contracts to paint standard 4" traffic stripes, the elimination of this item will not undermine the intent of the project. Traffic Control is part of normal operations at the facility, therefore the Town could perform all necessary line striping when necessary using in-house resources or annual Town contracts. By deleting this item from the Contract the Town can lower the contract amount by $8,112.00. Again, the cost of the line striping shall be charged back from the Sanitary District Budget to the Town Highway Department budget. Item #29 — Site Fencing — 6' High Vinyl Coated Fence & Gates — This Item would still be awarded, however, since the installation of the 6' high fence along the entrance/exit roadway is for the purpose of containing fugitive litter and debris, the Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the extended cost offered by the apparent low bidder ($31,980) would not be applied to the Bond Resolution. Item #30 — Site Fencing — 4' High Vinyl Coated Fence & Gates — This Item would still be awarded, however, since the installation of the 4' high fence opposite the proposed Scalehouse Facility is for the purpose of containing fugitive litter and debris from the Transfer Station operations, the Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the extended cost offered by the apparent low bidder ($11,024) would not be applied to the Bond Resolution. Item #31 — Topsoil — Although it would be desirable to establish affected areas with vegetation, waste handling operations would not be affected by eliminating the topsoil item. Based upon the estimated construction schedule it is unlikely that the proposed topsoil areas would have the growing season necessary to be finished in 2005. The Town has the material (compost facility) and limited resources needed to place the proposed 4" layer of topsoil when needed. The amount of curbed roadways minimizes the need for topsoil in the immediate future. By deleting this item from the Contract the Town can lower the contract amount by $39,501.00. Since landscaping is mentioned in the Bond Resolution, Town Forces will perform the work under this item within the project schedule. Item #32 — Hydroseeding — The elimination of "Item #31 — Topsoil" facilitates the elimination of this item in the contract. Again, it would be desirable to establish affected areas with vegetation, however waste handling operations would still not be affected by eliminating the hydroseed item. Based upon the estimated construction schedule it is unlikely that the proposed topsoil areas would have the growing season necessary to germinate in 2005. The Town can Revise Rfd Rreekdovm Letter Nage 3 of LIMA 0 L. K A*ean Associates, P.C. seed the area occupied by topsoil when needed. Most sloped areas utilize retaining walls. The sloped areas will eventually rely upon vegetation for proper stability; however most of the site is occupied by sandy soils that are not subject to washing out. By deleting this item from the Contract the Town can lower the contract amount by $11,812.50. Since landscaping is mentioned in the Bond Resolution, Town Forces will perform the work under this item within the project schedule. Item #33 — Site Landscaping — Trees and Shrubs — The purpose of this item was to properly screen the proposed facility from surrounding areas. The Town has the resources necessary to install plantings when needed. By eliminating this item the Town lowers the contract by $18,418.40. Since landscaping is mentioned in the Bond Resolution, Town Forces will perform the work under this item within the project schedule. Item #37 — Radiation Detection System — This Item would still be awarded, however, since the installation of the detection system is for the purpose of enhancing waste monitoring operations, the Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the lump sum cost offered by the apparent low bidder ($21,900.00) would not be applied to the Bond Resolution. Item #39 — Scale Video Monitoring System — This Item would still be awarded, however, since the installation of the scale monitoring system is to support the scalehouse operations, this Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the lump sum cost offered by the apparent low bidder ($19,000) would not be applied to the Bond Resolution. Item #42 — Fire Suppression Water Well & Equipment - Complete — Based upon the new design of the Transfer Station Facility and Residential Drop-off the Town will have a new public water line installed within the facility and shall have concrete bunkers/pushwalls to suppress and control a fire. Although this Item would still be awarded, the Item would be funded from the Town's Operational Budget. The extended cost offered by the apparent low bidder ($26,500.00) would not be applied to the Bond Resolution. Item #43 — Fuel Dispensing System — Complete — Similar to Item #42 and other items that have been defined as "operational" features of the site, the Fuel Dispensing System in the Contract would be awarded by the Town as part of the project, however, the Item would be funded from the Town's Operational Budget. Therefore, the extended cost offered by the apparent low bidder ($11,600) would not be applied to the Bond Resolution. Item #45 — Concrete Curb Stops — Curb stops were included in the Contract as an extra precautionary item to limit the vehicles motion as it approaches the "head -in" parking along the Residential Drop-off Facility. Since the control of traffic is an operational feature of the site, these items can be obtained in the future, when needed, using annual contracts from an operational budget. Based upon the concrete curbing proposed along the front of the new building, the deletion of this item in the Contract does not affect the overall intent of the project. By eliminating this item the Town will reduce the Contract by $2,600.00. Revise Rid Hreakdown Letter Page 4 of L. K. Aean Associates, PC. Based upon either the deletion or reduction in quantity of the above referenced Contract Items, Robbins & Cowan remains the apparent low bidder for Contract "A". Based upon references checked by our office, Robbins & Cowan is capable of performing all work in Contract "A". Therefore, our office recommends awarding Contract "A" in the adjusted amount to Robbins & Cowan. If the Town agrees with our office's recommendation the original bid amount of $3,457,956.00 would be decreased by $527,983.42 to a revised bid amount of $2,929,972.58. Contract "C" — Plumbing Construction (Low Bidder — WHM Plumbing & Heating) WHM Plumbing & Heating is the apparent low bidder for Contract "C" and based upon references checked by our office, is capable of performing all work in Contract "C Therefore, our office recommends awarding Contract "C" in the amount of $43,178.00 to WHM Plumbing & Heating. If the Town agrees with our office's recommendation the original bid amount of $43,178.00 would be used by the Bond Resolution. Contract "D" — Electrical Construction (Apparent Low Bidder — Hawkeye Construction) Item #7 — Site Lighting — Based upon the hours of operation and the areas of the facility affected by daylight, it appears the proposed interior lighting within the new Transfer Station building and proposed side mounted lights along the exterior of the building will provide enough light to conduct waste handling operations during the limited amount of time affected by daylight. It would be prudent to install spare conduits (in the contract) underneath the new roadways to facilitate any future site lighting installations by the Town. The elimination of this Item does not compromise the overall construction of the new facility and would reduce the contract significantly by $107,500.00. Based upon the deletion of the above referenced Contract Item, Hawkeye Construction would become the apparent low bidder of Contract "D" rather than Ocean Electric. Based upon references checked by our office, Hawkeye Construction is capable of performing all work in Contract "D". Therefore, our office recommends awarding Contract "D" in the adjusted amount to Hawkeye Construction. If the Town agrees with our office's recommendation the original low bid amount of $226,723.00 provided by Ocean Electric would be decreased by $83,973.00 to a revised bid amount of $142,750.00 provided by Hawkeye Construction. In conclusion, the Town could award all items necessary to construct the infrastructure associated with the new capital improvement project (all items identified in the attached Bond Resolution adopted November 16, 2004) while allowing for the construction of other operational features to be funded by the Town's Operational budget. Based upon the evaluation of all three (3) contracts, the new overall construction budget would be reduced from 3,727,850.05 to a new modified total budget of $3,297,900.58. The total cost for all three contracts as funded by the Bond would be $3,147,920.58 of the $3,155,000 available. An Operational Budget would need to be established in the amount of $149,980.00 to fund the "operational" improvement items in the Contract. Revise Rid BTCakdOwn Letter Page 5 of 6 UI&A ` L. K. AAean Associates, P.C. If you should have any questions upon reviewing this bid analysis and respective recommendations, please do not hesitate to contact this office directly. Our office appreciates the Town's continued willingness to re-examine the bids received on April 21, 2005. Very truly yours, CFD:cfd Christopher F. Dwyer, Associate Enc: Revised Bid Breakdown (spreadsheet) L.K. McLean Associates P.C. CC: Town Board Members w/enc. John Cushman, Town Comptroller w/enc. Patricia Finnegan, Town Attorney w/enc. James Bunchuck, Southold Town Solid Waste Coordinator w/enc. Revise Bid Breakdown Letter Psge 6 of 6 0 9 Town of Southold "Transfer Station and Residential Drop-off"- General Contractor (Contract "A") Revised Construction Bid Break Down - April 29, 2005, June 13, 2005 Bid Date: April 21, 2005 LKMA No. 04050 0 0 Item No. Item Contract A Estimated UnitUnit Quantity Robbins and Cowan Inc. Extended Price Price L.D. Wenger Construction Inc. Unit Extended Price Price Terry Contracting Unit Extended Price Price Frendolph Construction Unit Extended Price Price Galvin Brothers Const. Unit Extended Price Price Hawkeye Const. Unit Extended Price Price Unit d NewborJ921,339.00 Price Average Unit Extended Pnce Price McLean Associates - Unit Extended Pace Price . 1 General Conditions and Mobiluesion 1 LS $438,000.000 $ 438,000.000 $ 273,000.00 $ 273,000.00 $550,000.00 $ 550,000.00 $ 325,000.0 $ 325,00000 $200,000.00 $ 200,02000 S 500,00.00 $ 500,000.00 $ 921339.00 9.00 $45819129 $ 458,191.29 $1W., -$ 1"000,002 Sitz "_N9bd-PavevmdYSn wl'it -. , `-. 0 ' ;SIT : ; �: =$ >t s ` Sf 1 ": .. < ''� , i$ ;' .- = 3_ . s_' `4 ; ' <: _ " 3 ' C S S _- 053 S .4.25 $ 0,35.$3 Site Demolition- Concrete I LS $ 152,000.000 $ 152000.000 $ 93,000.00 $ 93,000.00 S 103,800.00 $ 103,800.00 S 40,00000 $ 40,000.00 S 100,000.00 $ 100,000.00 $ 150,00000 $ 150,000.00 S 96,00000 .00 $104 971.43 S 104971 43 $ 76 00' `$ 76 90000 4 Site Demolition- Buildin Structures 1 LS $ 104000.000 S 104,000.000 $ 5260000 $ 52,600.00 $ 39,975.00 $ 39975.00 $ 34,000.00 $ 34,000.00 $175,00000 $ 175,000.00 E 150,000.00 $ 150000.00 $ 96,000.0 00 S 93 082 i4. S 93,082.14 $87350-"$ 8735000 5 Site Demolition -Site Features 1 LS $ 15,600.000 S 15,600.000 S 6780.00 S 678000 $ 160000 S 1600000 $ 44 000.00 $ 44,000.00 S 100,000.00 S 100,000.00 $ 10,000.00 $ 10000.00 S 45000.00 .00 $ 42 628:57 S 4262857 $ 22500 0 7$MEM 6 Buildin-Relocation-Administration Buildin 1 LS $ 39000.000' $ 39000.000 $ 1750000 S 17800:00.8 2400000 S 24, 00 S 32,000.00 $ 32000.00 $ 50,000.00 $ 50,000.00 S 50000.0: $ 50000.0 $ 36,000.00 6W' $ 35,500.0. $ 3$50000: "$ 3t 2$:00 7 Building Relocation- Scalehouse Building 1 LS $ 26,900.000 S 26,900.000 $ 17,500.00 S 17,500.00 $ 19,500.00 $ 19,500.00 S 30,000.00 $ 30,00.00 IS 50000.00 $ 50,000.00 $ 15,000.00 $ 15,000.00 S 9,600.00 S 9,600.0 $ 24071,43- $ 24,071.43 $ 10000,0 `$ 10,000,00. 8 Site Excavation & Grading188,000 SF $ 0.692 $ 130,096.000 $ 0.55 $ 103,40.00 S 042 $ 78960.00 $ 1.33 S 250,040.00 1 $ 0.40 $ 75,200.00 $ 0.35 $ 65,800.00 $ 1.00 E 188,000.0 S 0:68 $ 127,356.57 $ 025-:.$ 4700000 9 Pro sed Site SanitarySystems 3 EA $ 3,470.000 $ 10,410.000 S 8,000.00 $ 24,00.00 S 5,200.00 $ 15,600.00 $ 8,00.0 $ 24,000.00 $ 12,000.00 $ 36,000.00 S 15,00.0 $ 45,00.0 $ 6,90000 $ 20,700.00 S 8,36714 $-2510143 3 8000.00 ` 2 0 10 lRoad S stems -RCA subbase Material 124,700 SF $ 0,626 $ 78,062.200 S 0.55 1 S 68,585.00 Is 0.70 1 S 87,290.00 $ 0.78 1 $ 97 266.00 1 S 0.80 1 S 99 760.00 1 } 0.75 E 93,525.0 $ 1.20 $ 140,640.0 $ 0 27 1 $ -%,304.03 $ L23 S 158 73,00. '.1 I' - klwdS -1,1V r6:AslMl. 100'4:or•,ae. \'. 1, 1: .. •.1 . \. .1: .1 ..P_ ., til• is , 4,4YR • �: ,:, • \'A...., S. i _.. 5 -,• S 1 ..7 '.. 0. .� l 1: ... .. .,; r M: :-. � _ ,11 { .. " .. .. f „�,: �.. $ 4. _ Or1S,} 1 I... �,� ., 11.. -. i. $ I: Bq r -,'✓: t. S - \\ eµ (Lhe � - .-- .,i $ l - -,rte..->. - \• _ S 1 $--_.-.--'i� - E L•.. 3 $ .b' L'�. '$ 1 Zi CS i > .4,99:. I 1 Jl%.JU. 14 Site Concrete- 4" Sidewalk 6,815 SF $ 5.200 $ 35,438.000 $ 5.50 $ 3748250 S 5.40 S 36,801.00 $ 4.11 $ 28,009.65 $ 4.50 S 30,66750 $ 4.00 $ 27,260.00 $ 450 $ 30,667.50 $ 4.74 $ 32.32.31 $ .4.591'$W 780 15 Site Concrete. 6" Reinforced Concrete Slab 1,725 SF $ 7.800 $ 13,455.000 S 7.60 $ 13,110.00 S 10.50 $ 18,112.50 $ 6.96 S 12006.00 S 700 $ 12,075.00 $ 6.50 $ 11,21250 $ 6.50 $ 11212.50 S 7.55 $ 13026.21 ,S 1000 17 oo 16 Site Concrete- 8" Reinforced Concrete Slab 2,800 SF $ 9.100 $ 0 25,480.0 $ 1100 $ 30 800 0 $ 1200 $ 33,600.00 $ 16.07 $ 44,996.00 $ 10.00 $ 28 000.00 $ 12.75 $ 35,700.00 $ 11.20 $ 31,360.00 S 11.73 S 32 848.00 S 12 W S 33,6".0,0 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF $ 10.920 S 23,587200 $ 14.0 $ 30,240.00 E 14.40 $ 31,10400 $ 17.60 S 38,01600 $ 15.00 $ 32,400.00 S 14.50 $ 31,320.00 $ 12.60 $ 27216.00 }. 14.15 $ 30,554.74 $ 1330 -$ 29160100 18 Site Concrete- 10" Reinforced Conn Slab W/ Hardener 14,600 SF $ 11.960 S 174,616.000 $ 1500 $ 219,000 00 $ 16.50 $ 240,90.00 S 20.55 S 300,030.00 $ 1800 S 262,800,00 $ 23.00 $ 335,800.00 $ 1700 $ 248,200.00 $ 1243 $ 254.478 00 $ 15.50 $ 226,300:0 19 Site Concrete- Reinforced Structural 720 CY $ 303.334 $ 218,40.480 $ 525.00 $ 378,000.00 $ 540.00 $ 388,800.00 $ 674.00 S 485,280.00 $ 600.00 $ 432,000.00 $ 67500 $ 486000.00 $ 780.00 S 561,600.00 $ 585,33 $ 421440.07 $ 50000 S 360000.00 20 Site Concrete- Precast Block Returning Wall 400 EA $ 249.600 S 99,840.000 S 234,00 $ 93 600.00 $ 175,00 $ 70,000.00 $ 150.00 $ 60,000.00 $ 24000 $ 96 000.00 $ 205.00 S 82,000.00 S 196.00 $ 78 400.00 $ 207.09. S 82 834.29 -$ 125,0t, 50'00000 21 Buildin Structures- Transfer Station 20,400 SF $ 36.473 $ 7",049.200 $ 47.35 $ 965 940.00 S 45.00 E 918,00.00 $ 34.80 S 709 920.0 $ 38.00 $ 775,200.00 S 59.00 $ 1,203,600.00 $ 60.00 S 1 224 000.00 S 45.90 $ 934387.03 $ 2690, r S 54$ 760:00. .22 `ljolllRTixohan 0 S� a , ,S ,_ : 6:. , ; 43,$3: - ;,,3=? - $ $: S $ ...80.00 S :' .,'$ ;g l 4826:3 _ ,. $ 25 W,:$ ;._. r'23 Bub des Attend9my Booth 0 LS $' 2 000.000 *1 < = 5 25_0#fU,Oq,' $ - ,- s 23 " , s '. ,` . . ga:Q6` - " `' ';{ S - �- 'F8f 1 `. $ 22if0D W $ - 1 '24 000.0 S -=, S 2S 89].49'..:$ - $ 25 WO : • $ 24 500 Gallon Waste Oil Tank I LS $ 9,800,000 S 9,800.000 $ 1 50.00 S 1,50000 $ 750000 S 7,50.00 S 11 200.00 $ 11,200.00 S 15,000 00 $ 15,000,00 $ 7 500.00 $ 7,500.00 $ 300000 $ 3,00000 S 7 92$.57 "$ 7,928,57 $ 8,00000 $ 8900.0 25 Site Drainage- Structures Rings, 1 LS S 124,000.0 0 $ 124,000.000 $ 187,00 187,0.00 .00 S 187 000.00 $ 177,000.00 $ 177,000.00 S 200,00.00 S 200,000.00 $300,000.00 $ 300,000 00 $ 395,272 00 S 395 272.00 $ 227 00.00 $ 227,000.00 $230,038.96 S 230 038.86 $200 300.00 $ 200 300:00 26 Site Drainage- 18" HDPE Corrugated Drainage Pipe 1600 LF $ 26,000 $ 41,600000 $ 30.00 S 48 000.00 $ 42,00 S 67,200.00 $ 20.00L$32,000.00 S 20.00 S 32,000 00 $ 20.00 $ 32,000.00 S 3600 $ 57600.00 $ 27.71 $ 44 34286 $ 35.00 S 56 000.00 27 Stto St.. : 0 1,$i $` 23 900- $ - $ 7500 $;„ 13 52$ 180"1)0 S $.23000,00 $ - 1 ,::270000 5 ( -> $ 17936.00 $ - S 26,500.00. $ 28 line S(fi in -4" Wide 0 LF $ 0.6.24 $ - $ A bo � • ,. ..&, l -'1S i' 1 7l � S 0:59 $ - $ � Q65 $ - S :. 0.25 S ':: . $ 0.52 $ - S 0251 SSite Fencing- 6'High Vinyl Coated Fence and Gates29 1,025 LF $ 31.200 S 31980000 S 39.00 $ 39,975.00 $ 53.00 $ 54,325.00 $ 33.604,440.00 $ 5000 S 51250.00 $ 37.50 $ 38,437.50 $ 3600 $ 36,900.00 $ 40.04 $ 41043.93 $ 3792:, S 38,868.00 30 Site Fencing- 4'High Vinyl Coated Fence and Gates 530 LF S 20.800 $ 11,024000 $ 32.00 $ 16,96000 S 35.00 S 18,550.00 $ 23.25232250 $ 35.00 S 18,550.00 $ 3500 S 18,55000 $ 3200 $ 16,96000 $ 30.44 $ 16,130.93 $ 220 $ 11,660.00 31 To d `' -' :0 ,SF ..$- 0.418:3 = -rd S ;.SO" S '_ ' S.'. :1s, -,. t$ ;='0 l0,x:" $ 11«0 fi .<- S >D55 $ 3 - 050 S`- - S 0.43 S 1.428.57 S 040.:.$32 11 dms2edn 0 'ST' $'. 0.125'S -` $ "'6.15 S :;: S; , il `' .,'"$•' 01$,b'- ti 0 S --.' S 010 3 - $' -.;. 0.15.. S._ . =.. S 0.12 S - S 012•$33 Snc Landsr:u in -'frees and Shrubs U F.A S 344.880 $ E 472.00 S S '.38}0 S S 360.63 $ 2000) $ S 375.00 } S 3690 S- S 3,664 5 - S 500.00 $ - 34 11, opo,e, I Scale Syslem- 14'eighbridge 19mushed and Inst. 2 EA $ 50,100.000 $ 100,200.000 E 49,00.00 $ 98,000.00 S 50,30000 S 100,600.00 $ 46,95600 S 93,91200 $ 85,00.00 $ 170,000.00 $ 50,000.00 $ 100,000.00 - $ 48,000.00 $ 9600000 $ 5499371 $ 108,387.43 $ 50,000.00. S 10-000.00 35 6" Bollards Steel Supports and 20' hi h Pole I LS $ 27,000.000 $ 27,000.000 $ 26,3W.00 $ 26,300.00 $ 5,000.00 $ 5,000.00 $ 10,000.00 $ 10,00.00 $ 12,500 00 $ 12,500.00 E 25,00.00 $ 25,00.00 $ 6,900.00 $ 6,900.00 $ 16,100.00 S 16,10.00 $ 16,000.0: $ 16.000.00 36 Steel Stairs and Railing I LS $ 11,000 000 $ 11,000.000 S 22,300,00 $ 22,300.00 $ 7,500 00 $ 7,50000 $ 45,806.00 $ 49,8000 $ 12,500 00 $ 12,500 00 $ 26,000.00 $ 26,000.00 $ 20,000 00 S 20,0000 S 21,30.86 S 21 300.86 " $ 4,500.00 $ 4,500.00 37 Radiation Detections stem I LS S 21,900.000 S 21,900.000 $ 13,000.00 $ 13 00.00 S 14,000.00 $ 14,000.00 $ 19,700.00 S 19,700.00 $ 15,000.00 $ 15,000.00 $ 24,00.00 $ 24,000.00 $ 56,000.00 $ 56,000.00 S 23,371.43. $ 23,371.43 S 14,00.00 $ 14,000.00 38 Methane Detection System 1 LS $ 12,300.000 $ A_12300 S 14,000.00 $ 14,000.00 S 7,500.00 $ 7,50000 S 11,200.00 $ 11,200.00 $ 15 000.00 S 15,000.00 $ 16,00.00 S 16,000.00 S 27,000 00 $ 27,000.00 $ 14,714.29 S 14 714.29 $ 71500.00 $ 7,500.00. 39 Scale Video Monitoring System I LS $ 19,000.000 $ 19,000.000 $ 16 400.00 $ 16 400.00 0 $ 15 0.00 $ 15,000.00 $ 25.000 00 $ 25,000.00 $ 10,000 .00 $ 10,000,00 $ 14 000.00 $ 14,000.00 $ 36,000.00 S 36,000.00 S 19,342.86 $ 19,342.86 S 15,00.00 S 15,000.00 40 Gas Vent Modification I LS $ 9,900.000 S 9,900.000 $ 3,300.00 S 3,30000 $ 6,00.00 $ 6,00000 $ 10,000.00 $ 10,000 00 $ 5,000.00 $ 5,000.00 $ 10,00000 $ 10,000 00 S 9,600.00 $ 9,600.00 $ 7,685.71 S 7,685 71 $ 2,500.0 $ 2,500.00 41 Domestic Water Service - Complete 1 LS $ 50,000.000 $ 50,000.000 $ 49,000.00 $ 49,000.00 $ 21,000.00 $ 21,000.0 $ 65,000.00 S 65,000.00 $ 40,00000 $ 40,00.00 $ 42,500.00 $ 42,500.00 $ 48,00000 S 48,000.00 $ 45,071.43 $ 4507143 $ 50,000.0 $ 50,000.00 42 Fire Suppression Water Well and Equipment- Complete l LS $ 26,500000 $ 26,50.000 $ 27000.00 $ 27,000.00 $ 18,900.00 $ 18,000.00 $ 19600.00 $ 19,600.00 $ 15,000.00 $ 15,000.00 $ 38,000.00 $ 38,00000 S 15,000.00 $ 15;00000 $ 22,728.57 $ 22,728.57 $ 16000.00 S 16,00.00 43 Fuel Dispensing System- Complete 1 LS $ .11,600.000 $ 11,600.000 $ 13,400.00 S 13,400,00 $ 13 000.00 $ 13,00.00 $ 13,300.00 $ ---- '13,300 00 $ 20,000.00 S 20,000.00 $ 7,50000 $ 7,500.00 $ 51000.00 $ 5,0.00.00 $ 11,971,43 $ 11,971.43 $ 10 000.00 $. 10,000.00 44 6" Crushed Stone Pavement with Filter ruling, 3,500 SF $ 2.971 $ 10,398.500 S 4.40 $ 15,400 00 $ 1.15 $ 4,025.00 $ 286 $ 10,000.00 $ 250 $ 8,750.00 $ 3.25 $ 11,375.00 $ 400 $ 14 000.00 $ 302 $ 10 564.07 $ 1.50 $ 5,250.00 45 Concrete Curb Stops _ 0 EA $ 123..810 $ - $. ' 100,00. S. - $ 130.00 'A - i$. 93.00 - :$ $ 75.0 $ - $ 32500 $. - - S, ' 196,00 $ - $ 148.97 S - $ 250.0 $ - AI Modified Domestic Water Service- 3" SDR 9 HDPE 1 LS $ 4',415.000 $ 47-42_5.000 S 40950.00 $ 40,950110 $ 19,500.00 S 19,500.110 $ 65 000 00 $ 65.00000 3 3500000 5 35000.00 $ 5'50000 1 5'_80000 S 46000.00 S 16,000.00 S 43,767.86 $ 43767.86 $ 30,000.00 $ 30,000.00 A2 Metal Caro c A 1,500 SF $ 38.015 $ 57,022 500 $ 45.00 $ 67,500 00 $ 30.00 $ 4i.000 00 $ 33 33 S 49.995-00 S 50.00 S 75,000.00 5 0500 $ 97500.00 S 0400 S 96 000.00 $ 4648 $ 69,716 79 $ 30.00 S 45,000.00 A3 Metal CanOoB 1 2_,700 ISF S 38064 S 102772.800 S 4400 S 118800.00 $ 3500 $ 94.500.00 $ 34.07 S 91989.00 S 5000 $ 6500000 5 6000 $ 16'00000 $ 32.00 $ 86400.00 $ 41.88 $ 113,06597 $ 35.00 $ 94,500.00 TOTAL FOR ITEAfS(145) TO BE FUNDED THROUGH BOND TOTAL F -OR ITEMS (1-45) TO BE FUNDED THROUGH OP. BUDGET TOTAL FOR ITEMS(1-45)TO BE A H'ARDED TO ROBBINS & CO WA N TOTAL FOR ITEMS (1-45) TO BE AWARDED TO CORRAZINI ASPHALT S S S S 2,961,992.58 149,980.00 2,929,972.58 181,000.00 S $ S $ 3,073,717.50 127,,275.00 3,200,992.50 S3,155,277.50 S 138,325.00 53,293,602.50 S - S S 5 S 3,127,979.15 144,040.00 3,271,019.15 53,218,802.50 S 161,250.00 83,390,052.50 S ' -^` 54,014,914.50 8 171.93 Z 50 $4,186,851.00 8 54,347,595.00 S 784,900.00 54,532,495.00 S S3,389,754. 10 S 153,958.21 53,543,71232 S 52,351,772.50 S 125,193.00 S 2,476,965.50 S - Items to be Deleted Entirely from the Contract ® -Contract Quantity for Item Reduced =Items to be Funded by Operational Budget Credit by SubContraetor and Work by Annual Contract ,Hma a:e 11 1 1111115 Town of Southold "Transfer Station and Residential Drop-off"- Plumbing Contract Bid Date: April 21, 2005 Construction Bid Break Down - Contract "C" LKMA No. 04050 Town of Southold "Transfer Station and Residential Drop-off'- Electrical Contract Construction Bid Break Down - Contract "D" Bid Date: April 21, 2005 LKMA No. 04050 Item No. Item Contract D Estimated Quantity Unit Ocean Electric Unit Extended Price Price Roland's Electric Unit Extended Price Price Hawkeye Const. Unit Extended Price Pnce Eldor Contracting Unit Extended Price Price Hinck Electric Unit Extended Price Price J.P. Daly & Sons Unit Extended Price Pncc Average Unit Extended Price Price McLean Associates Unit Extended Price Price 1 General Conditions and Mobilization 1 LS S 49,200.00 8 49,200.00 $ 21,380.00 $ 21,380.00 $ 10,100.00 $ 10,100.00 $0.00 S 28,000.00 S 10,30000 $ 10,30000 $ 20,000.00 $ 20,000.00 $ 23,163.33 $ 23,163.33 $ 25,00000 S 25,000.00 2 Proposed 600 AMP Electric Service 7 LS $ 27,54500 $ 27,545.00 S 25,490.00 $ 25,490.00 $ 32,000.00 $ 32,000.000.00 $ 23,500.00 $ 30,350.00 $ 3Q350.00 $ 3Q000.00 $ 39,000.00 $ 2$647.50 $ 29,647.50 $ 30,000.00 $ 3Q000.W 3 Transfer Station- Interior Electric 1 LS $ 34,429.00 S 34,429.00 S 64,820.00 $ 64,820.00 $ 55,500.00 $ 55,500.000.00 S 77,00000 $ 82,000.00 $ 82,000.00 $ 95,00000 $ 95000.00 $ 68,124.83 $ 68,124.83 $ 92,000.00 S 92,000.00 4 Weigh Facility Electric I LS $ 15,041.00 $ 15,041.00 $ 14,515.00 $ 14,515.00 S 8,200,00 $ 8,200.00000 $ 8,50000 $ 18,79000 $ 18,790.00 S 58,000.00 $ 58,00000 S 20,507.67 $ 20,507.67 $ 8,00000 $ 8,000.00 5 Administration Building -Electric 1 LS $ 6,69500 $ 6,695.00 S 5,200.00 $ 5,20000 $ 10,100,00 $ 10,100.000.00 $ 18,500.00 $ 14,660.00 $ 14,660.00 $ 23,000.00 S 23,000.00 $ 13,025.83$ 13,025.83 $. 8,000,00 $ .8,000.00 6 Home Exchange Electric 1 LS S 2,326.00 $ 2,326.00 $ 2,930.00 S 2,930.00 $ 4,300.00 $ 4,300.000.00 $ 6,00000 $ 2,800.00 $ 2,800.00 S 4,500.00 $ 4,500.00 $ 3,809.33 $ 3,809,33 $ 5,00000 $ 5,000.00 0 ER. S.'. 3;111.30 S. <3; .8-ai,''s6$ �` ':� - $,- ...< _ <.z«':IS `_.= $ 5.126.00 $ _ $, 7,840`00 ;$ 4.12754S 3,00000 S 8 Exterior Building Lightin 1 LS $ 2,000.00 S 2,00000 S 2,081.00 $ 2,081.00 $ 5,000.00 S 5,000.0000.00 S 9,00000 $ 900.00 S 900.00 $ 1,900.00 $ 1900.00 $ 3480.17 $ 3,480.17 S 6,000.00 $ 6,000.00 9 Fuel Dispenser Electric I LS57500 $ 575 00 S 1,225.00 $ 1,22500 $ 4,050.00 $ 4,050.000.00 $ 5,200 00 $ 2,850.00 $ 2,850.00 S 16,000.00 S 16,000.00 $ 4,983.33 S 41983.33 $ 3,500.00 S 3,500.00 10 Electric To ltPZ Vault 1 LS $ 1,10000 $ 1,100.00 S 2,557.00 $ 2,557.00 S 2,100.00 S 2,100.00 $ 4,50000 $ 4,500.00 S 3,05000 $ 3,05000 S 4,000.00 $ 4,000.00 $ 2,884.50 S 2,884.50 $ 3,000.00 3 .3,000.00 11 Attendants Booth Electric I LS S 4,823.00 $ 4,823.00 S _ 8,286.00 S 8,286.00 S 4,100.00 S 4,10().00 $ 6,200.00 S $20000 $ 4,000.00 $ 4,000.00 $ 4,00000 S 4,000.00 $ 5,568.17 $ 5,568.17 $ 2,000.00. S 2,000.00 12 12 Emer n Generamr Electric TOTAL FOR ITEMS I TO 12 1 LS $ 5,200.00 $ $ 5,200.00 ]48,934.00 $ 16,805.00 $ 16,805.00 $ !65,189.00 $ 7,300.00 $ S 7,300.00 141,750.00 S 14,600.00 $ S 14,600.00 103,000.00 $ 22,000.00 $ 8 22,000.00 191,700.00 S 34,0()0.00 $ 34,000.00 S 299,400.00 S 16,650.83 S $ 16,650.83 797,84550 $ 2,500.00. $ S 2,500.00 185,000.00 r- = Items to be Deleted Entirely from the Contract 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER • --v-Vr- OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown, northfork. net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 815 OF 2004 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 16,2004: BOND RESOLUTION OF THE TOWN OF SOUTHOLD, NEW YORK, ADOPTED NOVEMBER 16, 2004, APPROPRIATING $3,250,000 FOR THE INCREASE AND IMPROVEMENT OF THE FACILITIES OF THE SOUTHOLD SOLID WASTE MANAGEMENT DISTRICT, IN SAID TOWN; AUTHORIZING THE ISSUANCE OF $3,250,000 SERIAL BONDS OF SAID TOWN TO FINANCE SAID APPROPRIATION; AND AUTHORIZING ANY FUNDS TO BE RECEIVED FROM THE UNITED STATES OF AMERICA AND/OR THE STATE OF NEW YORK BY GRANT OR ANY OTHER SOURCES TO BE EXPENDED TOWARDS THE COST OF SAID OBJECT OR PURPOSE OR REDEMPTION OF THE TOWN'S OBLIGATIONS ISSUED THEREFOR, OR TO BE BUDGETED AS AN OFFSET TO THE TAXES FOR THE PAYMENT OF THE PRINCIPAL OF AND INTEREST ON SAID OBLIGATIONS Recital WHEREAS, the Town Board of the Town of Southold (herein called the "Town Board" and the "Town", respectively), in the County of Suffolk, New York, acting on behalf of the Southold Solid Waste Management District (herein called the "District"), in the Town, following a public hearing duly called and held on this date, has determined, pursuant to the Resolution and Order After Public Hearing duly adopted on this date, that it is in the public interest to increase and improve the facilities of the District, as hereinafter described, at the estimated maximum cost of $3,250,000, and has ordered that the facilities be so increased and 0 0 improved, and that appropriate specifications and an estimate of the, cost and contract(s) be prepared for presentation to the Town Board as soon as possible; Now, therefore, be it RESOLVED BY THE TOWN BOARD OF THE TOWN OF SOUTHOLD. IN THE COUNTY OF SUFFOLK, NEW YORK (by the favorable vote of not less than two-thirds of all the members of said Board) AS FOLLOWS: Section 1. The Town hereby appropriates the amount of $3,250,000, including preliminary costs and costs incidental thereto and to the financing thereof in the amount of $50,000, for the increase and improvement of facilities of the District, by expanding the existing Transfer Station (hereinafter sometimes called the "Station") within the District by constructing inter alia, an information booth, an addition to the Station and the Re -Use Center, as well as the reconstruction of the existing Scale House and completion of construction of the Truck Loading Pit, including the acquisition and installation of the requisite original furnishings, equipment, machinery and apparatus and site work, including, but not limited to, storm water drainage, a new 1,000 gallon above ground waste oil tank, paving of roads, fencing, landscaping and grading and improving the site (the "Project'). The estimated maximum cost thereof, including preliminary costs and costs incidental thereto and the financing thereof in the amount of $50,000, is $3,250,000. The plan of financing includes the issuance of $3,250,000 serial bonds of the Town to finance said appropriation, and the levy and collection of taxes on all the taxable real property in the Town to pay the principal of said bonds and the interest thereon as the same shall become due and payable. Any funds received or to be received from the United States of America and/or the State of New York by grant or from any other available sources in connection with the Project shall be applied towards the cost thereof or redemption of said bonds 0 0 or any bond anticipation notes issued therefor, or shall be budgeted as an offset to the taxes for the payment of the principal and interest on said bonds. Section 2. Serial bonds of the Town are hereby authorized to be issued in the principal amount of $3,250,000 pursuant to the provisions of the Local Finance Law, constituting Chapter 33-a of the Consolidated Laws of the State of New York (herein called "Law"), to finance said appropriation. Section 3. The following additional matters are hereby determined and declared: (a) The period of probable usefulness of the Project, being the specific object or purpose for which said serial bonds are authorized to be issued, within the limitations of Section 11.00 a. 6-a of the Law, is twenty (20) years. (b) The proceeds of the bonds herein authorized and any bond anticipation notes issued in anticipation of said bonds may be applied to reimburse the Town for expenditures made after the effective date of this resolution for the purpose for which said bonds are authorized. The foregoing statement of intent with respect to reimbursement is made in conformity with Treasury Regulation Section 1.150-2 of the United States Treasury Department. (c) The proposed maturity of the serial bonds authorized by this resolution will exceed five (5) years. (d) The Town Board and the Town have complied in every respect with applicable Federal, State and Local Laws regarding environmental matters and the Town Board, acting in the role of Lead Agency, pursuant to State Environmental Quality Review Act (hereinafter sometimes called "SEQRA"), has given due consideration of the impact that the Project may have up on the environment and, on the basis of said consideration, has heretofore found and determined that that the Project is a Type I Action and that no significant adverse 0 0 environmental impact will be caused thereby and, in connection therewith, the duly processed Negative Declaration and/or other applicable documentation has been heretofore issued and filed in the office of the Town Clerk. Section 4. Each of the bonds authorized by this resolution and any bond anticipation notes issued in anticipation of said bonds shall contain the recital of validity prescribed by Section 52.00 of the Law and said bonds, and any notes issued in anticipation said bonds, shall be general obligations of the Town, payable as to both principal and interest by a general tax upon all the taxable real property within the Town without limitation as to rate or amount. The faith and credit of the Town are hereby irrevocably pledged to the punctual payment of the principal of and interest on said bonds and any notes issued in anticipation of the sale of said bonds and provision shall be made annually in the budget of the Town by appropriation for (a) the amortization and redemption of the bonds and any notes issued in anticipation thereof to mature in such year and (b) the payment of interest to be due and payable in such year. Section 5. Subject to the provisions of this resolution and of the Law and pursuant to the provisions of Section 21.00 relative to the authorization of the issuance of bonds having substantially level or declining annual debt service, Section 30.00 relative to the authorization of the issuance of bond anticipation notes, and Section 50.00 and Sections 56.00 to 60.00 of the Law, the powers and duties of the Town Board relative to authorizing bond anticipation notes and prescribing their terms, form and contents and as to the sale and issuance of the bonds herein authorized, and any other bonds heretofore or hereafter authorized, and of any bond anticipation notes issued in anticipation of said bonds, and the renewals of said bond anticipation notes, are hereby delegated to the Supervisor, the chief fiscal officer of the Town. Section 6. The validity of the bonds authorized by this resolution, and of any notes issued in anticipation of said bonds, may be contested only if: (a) such obligations are authorized for an object or purpose for which the Town is not authorized to expend money, or (b) the provisions of law which should be complied with at the date of the publication of such resolution, or a summary thereof, are not substantially complied with, and an action, suit or proceeding contesting such validity is commenced within twenty days after the date of such publication, or (c) such obligations are authorized in violation of the provisions of the constitution. BE 1T FURTHER RESOLVED BY THE TOWN BOARD OF THE TOWN OF SOUTHOLD, IN THE COUNTY OF SUFFOLK, NEW YORK, AS FOLLOWS: The Town Clerk is hereby directed to publish the foregoing bond resolution, in summary, in the "SUFFOLK TIMES," a newspaper published in Mattituck, in the Town of Southold, New York, and having a general circulation in said Town, which newspaper is hereby designated as the official newspaper of the Town for such publication, together with the Town Clerk's statutory notice in the form prescribed by Section 81.00 of the Local Finance Law of the State of New York. This resolution shall take effect immediately. 0�4 t � Elizabeth A. Neville Southold Town Clerk • PATRICIA A. FINNEGAN TOWN ATTORNEY �QF so�Ty patricia.finnegan@town.southold.ny.us KIERAN M. CORCORAN ASSISTANT TOWN ATTORNEY kieran.corcoran@town.southold.ny.us LORI HULSE MONTEFUSCO COU ASSISTANT TOWN ATTORNEY lori.montefusco@town.southold.ny.us • JOSHUA Y. HORTON Supervisor Town Hall Annex, 54375 Route 25 P.O. Box 1179 Southold, New York 11971-0959 OFFICE OF THE TOWN ATTORNEY TOWN OF SOUTHOLD MEMORANDUM To: Members of the Town Board From: Patricia A. Finnegan, Esq. Town Attorney Date: September 9, 2005 Subject: TOS Transfer Station Telephone (631) 765-1939 Facsimile (631) 765-6639 For your information, attached is a copy of L.K. McLean Associates' engineering cost proposal to furnish engineering services in connection with the new transfer station. PAF/lk Enclosure cc: Ms. Elizabeth Neville, Town Clerk (w/encl.) Mr. John Cushman, Comptroller (w/encl.) LICAA * 437 South Country Road • Brookhaven • New York • 11719 (631) 286-8668 • FAX (631) 286-6314 EUGENE F. DALY, P.E., P.T.O.E.TM, PRESIDENT and C.E.O. RAYMOND G. DiBIASE, P.E., P.T.O.E.TM, EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T, DAWSON, P.E., VICE PRESIDENT Patricia Finnegan Town of Southold — Department of Law 53095 Route 25 P.O. Box 1179 Southold, N.Y. 11971 L. K. McLean Associates, PC. CONSULTING ENGINEERS Associates CHRISTOPHER F. DWYER JAMES L. DeKONING, P.E. ROBERT A. STEELE, P.E. RE: Town of Southold — Professional Services Agreement for Construction Management & Inspection Services Associated with the Construction of the Proposed Transfer Station & Residential Drop-off Facility (Cutchogue). Dear Ms. Finnegan: As requested by your office, LKMA is pleased to prepare the attached engineering cost proposal to furnish professional engineering services (construction management & inspection) associated with the above referenced project. It is our understanding that the Town of Southold wishes to secure an engineering firm that has the capabilities to successfully manage and certify all proposed construction activity at the Southold Town Landfill Facility. As you are aware, we fully understand the importance of the facility's impact to the surrounding communities and will continue to work hard to meet those challenges. Our office is also prepared to integrate the town's construction requirements (items excluded from contract) with all of the appropriate contracts. We have all of the necessary resources (in-house) and past experiences needed to successfully manage and certify this project. Our estimated fee for the professional services indicated above and as defined on the attached spreadsheet is $178,496.00. The appropriation would be a cost not to exceed and shall include all out of pocket expenses associated with travel, materials and reproduction costs. Any tasks not identified in this proposal shall be considered unauthorized additional work. No additional work shall be performed by our office without proper authorization from the Town of Southold. Upon receiving a copy of the Town Board Resolution we will immediately staff the project at your office's request. If the Town should require any additional certifications (proof of insurances, accreditations, etc..) from our office please feel free to inform our office. • Founded in 1950 • LINKA• L. K. McLean Associates, RC We want to thank the Town for giving us an opportunity to work on this project. L.K. McLean Associates looks forward to working with your office on the successful completion of this exciting construction project. Very Truly Yours CFD:cfd Christopher F. Dwyer Enc. (2) Associate • 0 TOWN OF SOUTHOLD Transfer Station/Resident Drop -Off Facility and Weigh Facility - Town of Southold Landfill Revised Construction Monitoring Services Cost Estimate - September 7, 2005 Tasks & Costs �r A. } Q : x� i Rase eF: O) .�' 6 o;n cJuy TITLES o..'s ed "d.n Extended Cost Project Manager P. Roth 12 1 260 1 $110.00 1 $28,600.00 QA/OC C. Dwyer) 121 92 1 $125.00 1 $11,500.00 Resident Engineer/Inspector k;, 8 " - 401664 -.0 1 $75.00 1 $124 800 00 �tMlr:c1-noneer'!:•;.nda:" '32 8 i 8 i,"'+Q:` r '7 .-- 1 .'. ! st•O;i() Si;/?:;i;%) r e.d sr:rvev :7 •ren 0 0 0 J0 Si { - S.:•e_e� 1 0 i '0_�.—y. — .U. ':ADD=;esr;•io .0 0 0.'•'j•�' r0 Base Construction Monitoring:s _ r 76=.- 2076 $170,300.00 Fio'dS::roev.'2^ia.^` r `... `"D` .. � >.�: ,�,,;. ya V92 r^ gar,,0a.0^ .'--_�..-, CA.il'5ne! -':.:,b:: U 0 a:::ie; `:e.Y,? :; 74 S':•i:N' S? 621. .,,.r24 — Record Drawings: '0' 0 I 0 a?rid — 60 SH 1! rJi; d Total Engineering & Survey 16 :• 24 / ; 2136 ; 5178,496.00 LIK&A • 437 South Coui rry Road • Brookhnvcn • Ncw York • 11710 (63 1) 286-8668 • I AN (031) 2964;31 14 EUGENE F. DALY, P.E., P. LO.E.'", PRESIDENT and C.E.O. RAYMOND G. DiBIASE, P.E., P.T.O.E."" EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P ., VICE PRESIDE NY Douglas Feldman, PE Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue Yaphank, NY 11980 i L. K. Mc kii Associates, PC. RECEIVED SE ` 1 4 2005 Southold Town Clerk Re: Town of Southold Transfer/Collection Facility SCDHS Reference No.: C10-05-0005 LKMA No. 04-055 Dear Mr. Feldman: August 18, 2005 CONSULTING ENGINEERS Associates CHRISTOPHER F. DVVYER JAMES L DeKONING, P.E. ROBERTA. STEELE, P.E. 0 COPY In accordance with your Notice of Incomplete Application — Commercial for the above referenced project, we have enclosed the following for your review and approval: 1. Copy of the incomplete notice for your convenience 2. Copy of the SCDHS Toxic/Hazardous Material Storage Permit 3. Five (5) sets of stamped revised plans Should you or any members of your staff have any questions or comments regarding this resubmission, please do not hesitate in contacting this office directly. Thank you for your attention in this matter. Puly y ur , 1. Cline, Vice President cLeanAssociates, P.C. Cc: T afsortt 614 SCDHS Sanitary Resubmittal August 2005Page I of I • Founded in 1950 « W WM - 006 (Rev. 5/02) SUFFOLUNTY DEPARTMENT OF HEALTH SEI O ICE OF WASTEWATER MANAGEMENT SUFFOLK COUNTY CENTER RIVERHEAD, NEW YORK 11901 (631)852-2100 TO: LK McLean NOTICE GMZ NOTICE OF INCOMPLETE APPLICATION — COMMERCIAL 437 South Country Rd. Brookhaven, NY 11719 PROJECT NAME: Town c Transfer/Collection Facility REFERENCE NO.: C 10-05-0005 SCTM NO: 1000-96-1-17.3 Your submission for the referenced project has been reviewed. This office will require the following for turtner review anoior Completed Application WWM-004 Processing Fee $ due SEQRA Determination - Town ❑ Wetlands Permit or Waiver - NYSDEC / Town Town / Village Zoning Letter Restrictive Covenants for: SPDES 8 1/2" X 11" Site Plan Well Water Analysis Public Water Availability Letter ❑ Suffolk County Tax Map Number ❑ Metes and Bounds Description ❑ Lot Size ❑ Key Map ❑ Distance to Cross Street ❑ Location/ Date/ Results of Soil Borings / Test Holes ❑ Floor Plans ❑ Gross Floor Area of Building(s) ❑ All Surface Waters Within 300 ft. ❑ Topographical Contours (5 ft. interval) ❑ Neighboring Wells and Sewage Systems within 150' of Property (or specify that there are none) ❑ Signature & Seal of Design Professional ❑ 5" x 7" Clear Area for Department Approval Engineering Report Article 6 (Subdivision) Approval ater Quality Approval P llution Control Approval for the fuel tod transfer ility SCDPW Approval ❑ Review Board Determination ❑ P.E. / R.A. Certification of Existing Sanitary System Certificate of Authorization or Disclaimer DEC permit to operate this Storm Drainage Structure Locations Gallons/Day/Acre Sewage Discharge Sewage Disposal Design Calculations 4 Location / Layout of Sewage System Profile / Details of Sewage System Sewage System Invert Elevations C_ 50% Expansion Area for Leaching Pools _ Water and Sewer Service Line Location(s) Private Well Details and Location — Design / Details of Water Supply System Existing Building, Sewage/Water System Location(s) ❑ Other: Project does not conform to Department Standards. See enclosed/ previously sent Notice of Non -Conformance. ® Comments: Please refer to the enclosed marked plan for some minor comments concerning this Droject. CC: Town of Southold REVIEWED BY: Douglas J. Feldman, P.E. 53095 Main Rd. DATE: April 27 2005 Southold, NY 11971 p MAY - 2 203-1 1 • 0 COUNTY OF SUFFOLK Steve Levy Suffolk County Executive DEPARTMENT OF HEALTH SERVICES Brian L. Harper, M.D., M.P.H. Commissioner BUREAU OF ENVIRONMENTAL ENGINEERING APPROVAL NOTICE July 14, 2005 L.K. Mclean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 Attn.: Joseph F. Cline, P.E. Re: SCDHS Job No. : HM05-028111 SCDHS Fac. ID. No.: 10-0184 SCDHS File Ref. No.: 07285 Dear Sir/Madam Your application for a permit to construct a project at Town of Southold, County Road 48, Cutchogue, NY 11935 has been reviewed for compliance with Article 12 of the Suffolk County Sanitary Code. The application has been approved. Enclosed you will find the Permit to Construct. This permit has to be posted at the construction site during the construction. If you have any questions regarding the review process or need assistance, feel free to contact this office at (631) 853-3193. V era truly yours,, 1� Li is Ambroszl wicz� Assistant PublicMealth Engineer Division of Environmental Quality Division of Environmental Quality Phone (631) 853-3193 Fax (63 1) 853-2307 PERMIT TO CONSTRUCT Toxic and/or Hazardous Material Storage Facility Suffolk County Department of Health Services Brian L. Harper, M.D., M.P.H. Commissioner SCHDS REFERENCE # 07285 Date of Issuance: July 14, 2005 SCHDS REGISTRATION # 10-0184 Permit expires one year from SCHDS PLAN #HM05-0028R1 the Date of Issuance FACILITY NAME & ADDRESS: Town of Southold County Road 48 Cutchogue, NY 11935 Your Application for Permit to Construct a Toxic or Hazardous Material Storage Facilities for the above referenced site has been reviewed for compliance with Articles 7 & 12 of the Suffolk County Sanitary Code. The application has been approved. The items listed below and on the back of this Permit are conditions of this Permit and have to be observed during construction: 1. A copy of the approved plan must be kept at the construction site. A copy of this permit must be kept on display at the facility during construction. 2. Safe construction practices must be followed during the installation of the storage facility(s). I The storage facility(s) must be constructed in accordance with the approved plan. Any changes in design, materials or use requires prior written consent of both the design professional and the Office of Pollution Control. The changes have to be submitted in a form that is acceptable to the Office of Pollution Control. The contractor and/or design professional is required to inform the owner that the changes are being made. 4. The Office of Pollution Control has the right to inspect this installation at any time to verify its being constructed in compliance with this permit. The Office of Pollution Control must be contacted at 854-2523 at least 2 business days prior to commencement of any work to arrange for the required construction inspections. Contact the local building department and/or fire safety enforcement office for any additional requirements that may apply to your project. The storage facility cannot be placed into service until the Office of Pollution Control performs all required installation inspections and issues an interim permit to operate. The Office of Pollution Control reserves the right to revoke this permit as allowable by law. I U $Y; rdia m/blroszkie cz Division of Envi nmental Quality See the back for exceptions CG t 0 • THIS PERMIT IS VALID FOR THE FOLLOWING STORAGE FACILITIES ONLY SCDHS # LOCATION VOLUME CONTENTS NOTE 9 above/out 500 Waste Oil 10 above/out 1000 Diesel This permit is renewable, for a fee, for up to 90 days after the Permit to Construct expires. The job file will remain open for that period. If the Office of Pollution Control does not receive a renewal application within the 90 days, the file will be closed and a new application for a Pertrut to construct will have to be filed if the job is to be re -opened. All applicable filing fees will once again become due and payable. Issuance of this permit does not supersede any existing agreements with, or mandates by, the Office of Pollution Control or any other government agency. The construction period does not supersede any existing compliance dates agreed to, or mandated by, the Office of Pollution Control or any other government agency. Issuance of this permit does not authorize the use of the storage facility(s) that are in violation of the Suffolk County Sanitary Code or any other government code. Special Conditions: None 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD August 10, 2005 Christopher Dwyer L. K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 Dear Chris: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net Enclosed find a copy of the bond documents that were submitted to this office and reviewed by our Attorney's office. If you need anything else please call. Very truly yours, red _ NA Lynda M Bohn Deputy Town Clerk enc ROBBINS & COWAN, INC. GENERAL CONTRACTORS SINCE 1965 179 NEW YORK AVENUE HUNTINGTON, NY 11'743 TEL 631-271-2324 • FAX: 631-271-2335 August 1, 2005 Town of Southold Clerk's Office 53095 Main Road Southold, New York 11971 RE: Southold Town Transfer Station Bid No: 8 LKMA Project #: 04050.000 Att: Town Clerk: Enclosed as requested for the above referenced project. 1. Folly executed Performance Bond. 2. Fully executed Payment Bond. RECEIVED AUG 3 2005 Southold Town Clerk 3. Original Certificate of Liability Insurance covering General Liability, Automobile Liability, Excess Liability and NYS Disability. 4. Original New York State Certificate of worker's Compensation Insurance If you have any questions please call. Very truly yours, U.S:T,J & INC. Robbins, Jr.' ENC: 4 COMMERCIAL • INDUSTRIAL CC: L.K. McLean Associates, P.C. \ RENOVATIONS• DESIGNBUILD CONSTRUCTION MANAGEMENT AIA Document A312 • Performance Bond Bond # 8189-23-10 Conforms with the American Institute of Architects, AIA Document A312. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): Robbins & Cowan, Inc. Vigilant Insurance Company 179 New York Avenue 15 Mountain View Rd. Huntington, NY 11743 Warren, NJ 07061-1615 OWNER (Name and Address): Town of Southold Town Hall, 53095 Main Rd., PO Box 1179 Southold, NY 11971 CONSTRUCTION CONTRACT Date: July 19 2005 Amount: $2,929,972.58 Description (Name and Location): Transfer Station Expansion & Site Improvements - Contract "A" LKMA Proj. #04050.000 BOND Date (Not earlier than Construction Contract Date): July 28 2005 Amount: $2,929,972.58 Modifications to this Bond: CONTRACTOR AS PRINCIPAL Company: Robbins & C Inc. (Corporate Seal) Signature: /` / - F/ Name and Title: 16h A. Rob�ns,) Jr.jPresident (Any additional sigoa es appear on'page 2. (FOR INFORMA O ONLY - Name, Address and Telephone) AGEN BROKER: Vanguard Coverage Corp. 100 Terminal Dr., ainview, NY 11803 516-349-1333 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except to participate in conferences as provided in Subparagraph 3.1. 3 If there is no Owner Default, the Surety's obligation under this Bond shall arise after: 3.1 The Owner has notified the Contractor and the Surety at its address described in Paragraph 10 below that the Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with the Contractor and the Surety to be held not later than fifteen days after receipt of such notice to discuss methods of performing the Construction Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to SURETY 5026 (6.92) S-1862/C,EEF70/99 Pape 1 of 2 ®None n See Page 2 SURETY Company: Vigilant Insurance Company (Corporate Seal) Signature: Name and Title: }Robert W. O'Kane, Attomey-In-Fact OWNER'S REPRESENTATIVE (Architect, Engineer or other party): L. K. McLean Associates, P.C. 437 South Country Rd. Brookhaven, NY 11719 perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; and 3.2 The Owner has declared a Contractor Default and formally terminated the Contractor's right to complete the contract. Such Contractor Default shall not be declared earlier than twenty days after the Contractor and the Surety have received notice as provided in Subparagraph 3.1; and 3.3 The Owner has agreed to pay the Balance of the Contract Price to the Surety in accordance with the terms of the Construction Contract or to a contractor selected to perform the Construction Contract in accordance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions: 4.1 Arrange for the Contractor, witht of the Owner, to perform and complete the Construction Co or 4.2' Undertake to perform and complete the Construction Contract itself, through its agents or through independent contractors; or 4.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and the contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 6 in excess of the Balance of the Contract Price incurred by the Owner resulting from the Contractor's default; or 4.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, tender payment therefor to the Owner; or .2 Deny liability in whole or in pan and notify the Owner citing reasons therefor. 5 If the Surety does not proceed as provided in Paragraph 4 with reasonable promptness, the Surety shall be deemed to be in default on this Bond fificen days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or the Surety has denied liability, in whole or in pan, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 6 After the Owner has terminated the Contractor's right to complete the Construction Contract, and if the Surety elects to act under Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. To the limit of the amount of this Bond, but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs and damages on the Construction Contract, the Surety is obligated without duplication for: 6.1 The responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 4; and 6.3 Liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: 7 The Surety shal)gftbe liable to the Owner or others for obligations of the Contractor thutWunrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators or successors. 8 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 9 Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 10 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. 11 When this Bond has been ftunished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 12 DEFINITIONS 12.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made, including allowance to the Contractor of any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the signature page, including all Contract Documents and changes thereto. 12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Construction Contract, 12.4 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Name and Address: Signature: Name and Title: Address: S-18521GFFF 10/98 Page 2 of 2 (Corporate Seal) This Notice pertains to the fol 'ng Surety Bond issued by a member insu the Chubb Group of Insurance Companies, includ l Insurance Company, Vigilant Insu� Company and Pacific Indemnity Company. Bond Number. 8189-23-10 POLICYHOLDER DISCLOSURE NOTICE TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the "Act") effective November 26, 2002, we are making available to you coverage for losses arising out of certain acts of international terrorism. Terrorism is defined as any act certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of terrorism; to be a violent act or an act that is dangerous to human life, property or infrastructure; to have resulted in damage within the United States, or outside the United States in the case of an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest; as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion Coverage for acts of terrorism is already included in the captioned Surety Bond_ You should know that, effective November 26, 2002, any losses caused by acts of terrorism covered by your Surety Bond will be partially reimbursed by the United States under the formula set forth in the Act. Under this formula, the United States of America pays 90% of covered terrorism losses that exceed the statutorily established deductible to be paid by the insurance company providing the coverage" The portion of your premium that is attributable to coverage for such acts of terrorism is zero, because we could not distinguish (and separately charge for) acts of terrorism from other causes of loss when we calculated your premium. If you have any questions about this notice, please contact your agent or broker. ME-] cNueB 0 r ACKNOWLEGEMENT OF PRINCIPAL, OF A CORPORATION STATE OF New York ss: COUNTYOF Suffolk On this 28tldayof July 2005 before me personally came John A. Robbins, Jr. to me known, who, being by me duly swom did depose and say that he resides at 126 Buttercup Lane Huntington, NY thatheisthe President of Robbins & Cowan, Inc. the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that one of the seals affixed to the foregoing instrument is such seal; that it was an affixed by order of the board of directors of said corporation; and that he signed his name thereto by like order. STATE OF New Ynrk ss: COUNTY OF Nassau Notary Public ItEU1NlE L MODN196R No4ry PubMc Slots of Nen WA 86751b, Amb On this 28th day of July 2005 before me personally came Robert W. O'Kane to me known, who, being by me duly sworn, did depose and say that he is an Attorney -In -Fact of Vigilant Insurance Company the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that he signed and said instrument and affixed the said seal as Attomey-In-Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. ELIZABETH A. NEVILLE, NOTARY PUBLIC State of New York No. 01 N E4968590 Certified in Nassau County My commissiorp€"ion Expires July 2, ,)Oo6 IEChubb POWFederal Insurance COmparlp Attn: Surety Department Sure O Vigilant Insurance Compan 15 Mountain View Road tY ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Joseph Sforzo, Robert W. O'Kane and Robert Kempner of Massepequa, New York ------------------------------- each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds (other than bail bonds) and undertakings given or executed in the course of its business (but not to include any instruments amending or altering the same, nor consents to the modification or alteration of any instrument referred to in said bonds or obligations). In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 22nd day of April, 2002. ��� �, -�_ Kenneth C. Wendel, Assistant 1; ary /" Frlk E. Robertson, Vice esident STATE OF NEW JERSEY - i -J ss. County of Somerset J On this 22nd day of April, 2002 , before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel being by me duly swom, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By -Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he is acquainted with Frank E. Robertson, and knows him to be Vice President of said Companies; and that the signature of Frank E. Robertson, subscribed to said Power of Attorney is in the genuine handwriting of Frank E. Robertson, and was thereto subscribed by authority of said By -Laws and in deponent's presence. Notarial Seal NEI.E RMI -y CHELE R. MOr�INA 4N N O T cr"i Nay Public State of NOW Jersey j meq` No. 2229941 r% CVWMWWon Expires Sept 25.2004 y pGeLIC * 4L z� N ry Public ✓ERS CERTIFICATION Extract from the By -Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached" I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (i) the foregoing extract of the By -Laws of the Companies is true and correct, (it) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U. S. Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U. S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and (iii) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this 28th day of July 2005 �e�`'Opb%CF �40FNIRY T `ayUNtuYc.F s3gi �q NOIANF K7S NS�v' WY Op�' Kenneth C. Wendel, As istant Secretary IN THE EVENT YOU WISH TO NOTIFY US OFA CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, DR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety@chubb.com Form 15-10.0228 (Ed. 4-99) NON -CONSENT _._ ... S'(,�:.T�Mff fidT'.Lit'� RSSC?'I S, t.lRC�9d�l71�:S AND SUffr'Ltti3 FCt >ti•O2.4G3'HQLs"l£Fi;.e Str two, j B 1", DECC€NlnFER 31L 2003 t'r i;exlaaa+ir{s sx d¢3Siar�,y mvvsut F, six; infiitt"Tt6:�s........ '1 f: r) ?5 Preryival s tin:x'7.Fsbt_._......,... 12uA62 Othat 1 soh€ ...... .. ........:... _ AR9 'iis"; AL FA„tmaTWC ..:+.SETS..... ........ `.41.'sga CapiuV Skodk .... 4.ri60 Payby SUPWS 2110 Uao+'9 @fFunds ....r Cra "URPyt.,lS TO N)LICYHa1 Y7 eLCn,-__. Q7220 TO ^O.it.t'P^d..ti!7kcr2',"a t tv; r1.:F !; IEE. am k3leia in neac r fAr! .,r z.13r Fst; ituRma:YtLS of .ho Tlmirnali As c; aali;.ln r.t is .>I Erni:^.er Cowrmsmymem. tt ✓,c€€ri>narzhs' t,alukM Rt V,11CI to rtz?on rtes, s'Ri dFx' vrsnras, .v °t;nra€ios 3s re(Ifliimyt by twi ,x.CORRECT ujTA-rtMEKFr Robert W. 00kne, Attorney -In -Fact �nf, I>,mJ pFf stu giE's ¢� RE F'ii�t LMI'19k IT, X'S A NO 'i SSE /".y>. :} t t f':. t,.',S TO r'z21. ft:'t`piOLDEA' S Cash and Shot Term J'iYE.'S".. tis....., a" 19,r 1':i')!i^,si,VF1L9`37� L vsos yind Loss F xp-l^yaLu::,. I 65,5PP5 UPIWd BMWs N.bt3K'irEtC.!'Yt*.oum 2"o Jnearneye, P wrylkm,S_.,.., .. _._..:... ......... i$, 1 y 3 ILhtli2tf,ipitf. if.'Ndk ............ 'a2,ja5 Ra,i',1`a�`-((3rant`+.?1tx3tYkinn:r3 i�..p.litit6._..,.......... !,5,7777 o f of Banos .� L. .,,.._:.L .. __,. 1Z�M 50 .''iii @.Un kscr "..... :....... Vii:;, s13 is st#F _irxF?F" fu ,,......-_.. ................:. 4S-�tock:........._....................,.,. xxtFTP! luvr:s%rl............. EJ T07A[. , _ .....,�_ :... _ `. 7[>,4��� mvvsut F, six; infiitt"Tt6:�s........ '1 f: r) ?5 Preryival s tin:x'7.Fsbt_._......,... 12uA62 Othat 1 soh€ ...... .. ........:... _ AR9 'iis"; AL FA„tmaTWC ..:+.SETS..... ........ `.41.'sga CapiuV Skodk .... 4.ri60 Payby SUPWS 2110 Uao+'9 @fFunds ....r Cra "URPyt.,lS TO N)LICYHa1 Y7 eLCn,-__. Q7220 TO ^O.it.t'P^d..ti!7kcr2',"a t tv; r1.:F !; IEE. am k3leia in neac r fAr! .,r z.13r Fst; ituRma:YtLS of .ho Tlmirnali As c; aali;.ln r.t is .>I Erni:^.er Cowrmsmymem. tt ✓,c€€ri>narzhs' t,alukM Rt V,11CI to rtz?on rtes, s'Ri dFx' vrsnras, .v °t;nra€ios 3s re(Ifliimyt by twi ,x.CORRECT ujTA-rtMEKFr Robert W. 00kne, Attorney -In -Fact �nf, I>,mJ pFf stu giE's ¢� RE F'ii�t • AIA Document A312 • Bond # 8189-23-10 Payment Bond Conforms with the American Institute of Architects, AIA Document A312. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable CONTRACTOR (Name and Address): ^ Robbins & Cowan, Inc. 179 New York Avenue Huntington, NY 11743 OWNER (Name and Address): Town of Southold Town Hall, 53095 Main Rd., PO Box 1179 Southold, NY 11971 CONSTRUCTION CONTRACT Date: July 19 2005 Amount: $2,929,972.58 SURETY (Name and Principal Place of Business): Vigilant Insurance Company 15 Mountain View Rd. Warren, NJ 07061-1615 Description (Name and Location): Transfer Station Expansion & Site Improvements - Contract "A" - LKMA Proj. #04050.000 BOND Date( Not earlier than Construction Contract Date): July 28 2005 Amount: $2,929,972.58 Modifications to this Bond: CONTRACTOR AS PRINCIPAL Company: Robbins & Cow ,0971n� (Corporate Seal) Signature: / v NameandTitle:Jo n Robbins, Jr. Presi enl (Any additional signappear on page 2.) (FOR INFORMATION Y - Name, Address and NT or O Telephone) AGIKER: Vanguard Coverage Corp, 100 Terminal Dr., Plainview, NY 11803 516-349-1333 1 The Contractor and the Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner to pay for labor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference. 2 With respect to the Owner, this obligation shall be null and void if the Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnities and holds harmless the Owner from claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is for the payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety, and provided there is no Owner Default. SURETY 5028 (6-92) 518531GEEF 3100 PaQ8 t of 2 ® None ❑ See Page 2 SURETY Company: Vigilant Insurance Company (Corporate Seal) Signature: Name and Title: Robert W. O'Kane, Attomey-In-Fact OWNER'S REPRESENTATIVE (Architect, Engineer or other party): L.K. McLean Associates, P.C. 437 South Country Rd. Brookhaven, NY 11719 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes payment, directly or indirectly, for all sums due. 4 The Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with the Contractor have given notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to the Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with the Contractor: • 1 Have famished written notice to the Contractor and sent a copy, or notice thereof, to the Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials were famished or supplied or for whom the labor was done or performed; and .2 . 'Have either received a rejection in Jae or in pan from the Contractor, or not received within ys of furnishing the above notice any communication from the Contractor by which the Contractor has indicated the claim will be paid directly or indirectly, and .3 Not having been paid within the above 30 days, have sent a written notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof to the Owner stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to the Contractor. 5 If a notice required by paragraph 4 is given by Owner to the Contractor or to the Surety, that is sufficient compliance. 6 When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at the Surety's expense take the following actions: 6.1 Send an answer to the Claimant, with a copy to the Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7 The Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any Construction Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner's priority to use the fimds for the completion of the work. 9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants undo this Bond. 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. 11 No suitor action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: the work or part of [ rk is located or after the expiration of one ye from the date (1) onWar ch the Claimant gave the notice required by Subparagraph 4. 1 or Clause 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the signature page. Actual receipt of notice by Surety, the Owner or the Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15 DEFINITIONS 15.1 Claimant An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in terms "labor, materials or equipment" that pan of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. 15.2 Construction Contract: The agreement between the Owner and the Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the Contractor as required by the Construction Contract or to perform and complete or comply with the other terms thereof. (Space is provided below for additional signatures of added parties, other than those appearing on the cover page.) CONTRACTOR AS PRINCIPAL SURETY Company: (Corporate Seal) Company: Signature: Signature: Name and Title: Name and Address: Address: S-18631GEEF von page 2 of 2 (Corporate Seal) This Notice pertains to the fo ng Surely Bond issued by a member insu the Chubb Group of insurance Companies, includqWederal Insurance Company, Vgiiant InsurW Company and Pacific Indemnity Company. Bond Number. 8189-23-10 POLICYHOLDER DISCLOSURE NOTICE TERRORISM RISK INSURANCE ACT OF 2002 You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the "Act') effective November 26, 2002, we are making available to you coverage for losses arising out of certain acts of international terrorism. Terrorism is defined as any act certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of terrorism; to be a violent act or an act that is dangerous to human life, property or infrastructure; to have resulted in damage within the United States, or outside the United States in the case of an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. Coverage for acts of terrorism is already included in the captioned Surety Bond You should know that, effective November 26, 2002, any losses caused by acts of terrorism covered by your Surety Bond will be partially reimbursed by the United States under the formula set forth in the Act. Under this formula, the United States of America pays 90% of covered terrorism losses that exceed the statutorily established deductible to be paid by the insurance company providing the coverage. The portion of your premium that is attributable to coverage for such acts of terrorism is zero, because we could not distinguish (and separately charge for) acts of terrorism from other causes of loss when we calculated your premium. If you have any questions about this notice, please contact your agent or broker. KI crivBe ACKNOWLEGEMENt OF PRINCIPAL, OF A CORPORATION STATE OF New York ss: COUNTYOF Suffolk On this 28th dayof July 2005 before me personally came John A.—Robbins, Jr. to me known, who, being by me duly sworn did depose and say that he resides at 126 Buttercune Huntington, NY thatheisthe President of Robbins & Cl,Lowan, Inc the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation; that one of the seals affixed to the foregoing instrument is such seal; that it was an affixed by order of the board of directors of said corporation; and that he signed his name thereto by like order. STATE OF Nawynrk ss: COUNTY OF Nassau Notary Public MELANIE L SiAUDIN10 Mabry Public, Slate of New Y@* ft Suffolk COO10 Nusli n675F U NNoW*K X .�2- Od b On this 28th day of July 2005 before me personally came Robert W. O' Kane to me known, who, being by me duly sworn, did depose and say that he is an Attorney -In -Fact of Vigilant Insurance Company the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that he signed and said instrument and affixed the said seal as Attorney -In -Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. ELIZABETH A. NEVILLE. NOTARY PUBLIC State of New York No. 01 NE4968590 Certified in Nassau County My cornmissioj�-6"ion Expires July 2, -JOCVE Notary Public Chubb POWFederal Insurance Compardb Attn: Surety Department Sure OFO Vigilant Insurance Compan 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Joseph Sforzo, Robert W. O'Rane and Robert Rempner of Massepequa, New York ------------------------------- each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds (other than bail bonds) and undertakings given or executed in the course of its business (but not to include any instruments amending or altering the same, nor consents to the modification or alteration of any instrument referred to in said bonds or obligations). In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 22nd day of April, 2002. Kenneth C. Wendel, Assistant Secretary Frank E. Robertson, Vice esident STATE OF NEW JERSEY -t / J Ss County of Somerset _) On this 22nd day of April, 2002 , before me, a Notary Public of New Jersey, personally came Kenneth C. Wentlel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the saitl Kenneth C. Wendel being by me duly swom, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By -Laws of said Companies; and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he is acquainted with Frank E. Robertson, and knows him to be Vice President of said Companies; and that the signature of Frank E. Robertson, subscribed to said Power of Attorney is in the genuine handwriting of Frank E. Robertson, and was thereto subscribed by authority of said By -Laws and in deponent's presence. Notarial Seal \�NELE R Mc MMI WILE R. tot: MNNA Notary Public State of New Jersey �N��`:� CortMNeelonfFxplreeSept26.1004 � � /� ti g` Z N Lary Public �ERaE� CERTIFICATION Extract from the By -Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (i) the foregoing extract of the By -Laws of the Companies is true and correct, (it) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U. S. Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U. S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and (iii) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Waren, NJ `agURANOF �MOiNNIff f �a/S.u«R�rC r/ Y ! �4'OIANP 't71C NTv' �'1'FW ypp't-+ this 7Rrh day of 11113r 9005 Kenneth C. Wentlel, Assilistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety@chubb.com Forth 15 -to -0226 (Ed. 4-99) NON -CONSENT IPfyesu'enn; mi Mu ... 10405 r'n"mmms s',w..»94E k'ie.............. 1 e ASA . _._-... - r......... TOTAL t§WIT`TED ASSETS c xapul Sks ... 4MU €kl-,,.trt.}rK'dF fld -,.11IRPulls 'T� N.,}LA"vH r 13rF'fs,.-__.._ PS72�2d TOTA:I.. UARAJWi S AND it.dRPLUS To) e^-i3€:.Yt +'tomOF'?t?RS.. .iMi3.�t4'H r wr. mlwrlt:; 11x0 valljofu n acx",u:llom with t q+.iiremom of ,nc, Nhuoaal Ass.nwnlion of fnsur,, nn-,, C e P7Frnc��t it v...ttt a,Wt tAlwt at 59 "m0 ave da, o. £.azf of q n,rnm4�xi'3•ntt€ies aq recimee 1"y f1w. -Robert-.,W- O'Kane,, Attorney-ln-Fact VIGILANT 1191Si.IPANCE COMPANY -- __ rArEMEUr OF sSSrr;;, s.:raSiiriTWS AND stabs=tus TO naLlcrHOt.triwia l,,,Ai(Ii:JY`f. B pis 5Ct:HteERE 11, 2005 5*£" A RAE 05' US ',(T Cash and! Shmt Temi kwe5?I..§Pitt.._.„,,. 151.7y":5 'DuN.4?£'i-dNl.','s';,n sort :,md lx,,.F .xpen,Em... Cji)il' d Sidikda Mom= M£il ono 'Jo( ddmLY'`F�IGtitti3a't15_.._.............. ....:_... .... .. 2a.1si iv*l t�oods ......;.. ......... k.i�c+4J Rt4inswence �'mmiufE s p eatft ......._....... 85,M qkluni slackN ............. ......... ...,...... ti2,1 X110 oj. (AF L.kSlti4Afq” . ..,.._. ..._....._.._.., '3iMr,r WOW m :....... ..... J n L :_psEULI ESS:=.._. _-__-... _.. 2T;t�m TOTAL iNVCS1'.Fir0f'S ............... 1.72400 IPfyesu'enn; mi Mu ... 10405 r'n"mmms s',w..»94E k'ie.............. 1 e ASA . _._-... - r......... TOTAL t§WIT`TED ASSETS c xapul Sks ... 4MU €kl-,,.trt.}rK'dF fld -,.11IRPulls 'T� N.,}LA"vH r 13rF'fs,.-__.._ PS72�2d TOTA:I.. UARAJWi S AND it.dRPLUS To) e^-i3€:.Yt +'tomOF'?t?RS.. .iMi3.�t4'H r wr. mlwrlt:; 11x0 valljofu n acx",u:llom with t q+.iiremom of ,nc, Nhuoaal Ass.nwnlion of fnsur,, nn-,, C e P7Frnc��t it v...ttt a,Wt tAlwt at 59 "m0 ave da, o. £.azf of q n,rnm4�xi'3•ntt€ies aq recimee 1"y f1w. -Robert-.,W- O'Kane,, Attorney-ln-Fact Am ACORv CERTIFicAFFE OF LIABILITY INSURA E CP `A (MMIO,Y) ROBBI'° POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. PRODUCER THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION POLICYNUMSER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Island Risk Management Assoc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 65 West Hills Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, INSURERS AFFORDING COVERAGE Huntington Station NY 11746 Phone: 631-673-3399 Fax:631-673-3877 INSURED INSURERA QBE Insurance Corp FIRE DAMAGE ("M,, fire) $ 100,000 INSURER EHarleysville Worcester Ins Cc INSURER RSUI IndennUity Company Robbins 6 Cowan, Inc. INSURER D: Zurich Insurance Co. 179 New York Avenue Huntington NY 11743 - CLAMS MADE ®OCCUR NSWERE COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICYNUMSER POLICY EFFECTIVE DATE NEIV POLICY EXPIRATION DATE MIDDrvY LIMITS GENERAL LABILITY EACH OCCURRENCE $1,000,000 FIRE DAMAGE ("M,, fire) $ 100,000 A %COMMERCWL GENERAL LABIIHBG01087 09/30/04 09/30/05 CLAMS MADE ®OCCUR MEDENP(A'tlonepmon) $ 10,000 PERSONALSADVINIURY $ 1,000,000 % Contractual Llab. GENERALAGGREGATB $2,000,000 .EN'L-1REGSTE LIMIT APPLIES PER'. PRODUCTS-COMPIOPAGG $1 000,000 POLICY % PEC0. LOC B AUTOMOBILE % LABILITY ANYAUTO BA2J9897 09/30/04 09/30/05 COMBINEDSINGLE DMT $ •1,000,000 (Ee FLLdKt) eoDIv $ IPer person,SIFu) % % ALL 0I AUTOS 9CHEDUIED AUT06 eoDlLV lwulry $ (Per acdCenl) % X HIREDAUTOS NONOWNED AUTOS PROPERTYDMAAGE $ GAMOE LIABILITY AUTOONLY-EAACCIDENT $ OTHERTHNJ EAACC $ ANYAUTO AUTO ONLY AGS $ EXCESS LIABILITY EACH OCCURRENCE $5,000,000 C X 'ocwR L LI SSMme I NHN027385 I 09/30]04 09/30/05 AGGRewTE s5,000,000 S $ DEDUCTIBLE $ % I RETENTION $ 10,000 WORKERS COMPENSATION ANDWC$TATU- TORY II. OERTµ EMPLOYERS' LIABILITY IL EACH ACT DEW $ E-. DISEASE-EAEMPLOYEE $ EL. DISEASE-POUCILIMG $ OTHER D HYS Disability 1932836 01/01/05 Continous Statutory DESCRIPTION OF OPEMTIONSILOCATIONWEHICLE VEXCLUSIONS ADDED BY ENDORSEMENTSPECAL PROVISIONS JOS: SOUTHOLD TOWN TRANSFER STATION, BID NO.8. TOWN OF SOUTHOLD IS INCLUDED AS ADDITIONAL INSURED PROVIDED ADDITIONAL INSURED STATUS IS REQUIRED BY A WRITTEN AND EXECUTED CONTRACT. Gttt IIYR.AIGMULUCK IY I ADDITIONAL INSURED; INSURER LETTER GANLGLLAI FUN TOWN OF SOUTHOLD 53095 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971 TANSOUT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FNLURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY HIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. NEW ARK STATE INSURANA FUND 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 1-888-997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE LOVELL SAFETY MGMT CO L L C 125 MAIDEN LANE NEW YORK NY 10038 PERIOD COVERED BY THIS CERTIFICATE 4/01/2005 TO 4/01/2006 POLICY NUMBER G 711 790-6 7/21/2005 039-156 POLICYHOLDER CERTIFICATE HOLDER ROBBINS & COWAN INC TOWN OF SOUTHOLD 179 NEW YORK AVENUE RE:SOUTHOLD TW.TRANS.STA.BID#8 HUNTINGTON NY 11743 53095 MAIN RD.,P.O. BOX 1179 SOUTHOLD NY 11971 U-26.3 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE STATE INSURANCE FUND UNDER POLICY NO. 711 790-6 UNTIL 4/01/2006 , COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORK- ERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 4/01/2006 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. THE STA E INSURANCE FUND do4;; - X. DIRECTOR, INSURANCE FUND UNDERWRITING L. K. McLean Associates, PC. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (63 1) 286-8668 . FAX (631) 286-6314 Associates EUGENE F. DALY, P.E., RF.O.E.T", PRESIDENT and C.E.O. CHRISTOPHER F. DWYER RAYMOND G. DiBIASE, P.E., P.T.O.ETM, EXECUTIVE VICE PRESIDENT JAMES L. DeKONING, P.E. JOSEPH F. CLINE, P.E., VICE PRESIDENT ROBERT A. STEELE, P.E. ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P.E., VICE PRESIDENT July 19, 2005 Robbins & Cowan, Inc. 179 New York Avenue co Py Huntington, New York 11743 141_!1 1 Att: John A. Robbins, President Re: Town of Southold: Transfer Station Expansion & Site Improvements Notice of Award — Contract "A" LKMA Project #: 04050.000 Dear Mr. Robbins: As Consulting Engineers to the Town of Southold, our office has attached Town Board Resolution No. 436 of 2005 adopted on July 12, 2005 thus awarding Contract "A" of the above refertenced project to Robbins & Cowan. As you are aware, the Town of Southold has deleted some of the items associated with Contract "A" in order to meet the budget limitation on the project (please refer to the attached Bid Breakdown for Contract "A" for details). The bid amount received on April 21, 2005 was decreased from $3,457,956.00 to $2,929,972.58. The Town of Southold is eager to commence construction on this project and expects to procure an executed agreement with your office as soon as possible. Our office is in the process of conforming the bid proposals submitted on the bid date (April 21, 2005) to reflect the modifications to the awarded items. Once the copies are made by our office we will coordinate the signing of the Contract Agreement within the conformed copies for distribution to all involved parties. Please prepare to furnish the Town of Southold Clerk's Office with all necessary bonding and insurance documents as defined in the Instructions to Bidders within the Contract Specifications. The Bid Security furnished by your office shall be returned upon filing/approval of the Performance Bond and completion of ten percent (10%) of the work under the contract. Attached you will find a copy of the Resolution adopted on July 12, 2005 by the Town. Once again, our office appreciates your prompt attention to the contract requirements for a contract to be fully executed between your office and the Town of Southold. Once all conformed copies are prepared and contract requirements are furnished by your office, the Town will review all contract documents and schedule a contract signing with your office. Upon completing all contract procurement procedures, the Town of Southold will schedule a Pre -Construction Meeting with all involved parties. If you should have any questions regarding this correspondence, please do not hesitate to contact this office directly. Very truly yours, CFD:cfd Christopher F. Dwyer Enc. (2) Bid Breakdown Spreadsheet, Town Resolution Associate CC: Southold Town Board Members w/enc Patricia Finnegan, Southold Town Attorney w/enc. LKMA File Copy w/enc. • Founded in 1950 • 1] ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER )y,l'��pF SOOIy ,moo to icz ��y00UNT1 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road Y.O. Box 1179 Southold, New York 11971 Fax(6311765-6145 Telephone (631) 765-1800 southoldtown.northfork.net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 437 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 12,2005: RESOLVED, that the Town Board of the Town of Southold hereby accepts the bid of Robbins and Cowan Inc. in the amount of $2,929,972.58, as part of the renovation of the Solid Waste Management District Transfer Station, as modified in accordance with the recommendations of L.K. McLean Associates, P.C., as reflected in the attached Memorandum (See resolution V436 attachment), and authorizes and directs Supervisor Joshua Y. Dorton to sign an agreement with Robbins and Cowan Inc. effectuating the acceptance of such bid and completion of such work, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk Town of Southold "Transfer Station and Residential Drop-off' - Revised Construction Bid Break Down - April 29, 2005, June = Items to he Del =Credit by SubContractor and Work by Annual Contract Robbins alNewborn Const. Average tlem Item Estimated Unit Unit Unit Extended Unit Extended ItiB Yj I5100a4S No. Contract A Quantity Price Price Price Price Ptree - I General Conditions and Mobilization I LS $ 4387o0000 1.339.00 $ 921,33900 191.29 $ 458191.29 3 Site Demolition- Concrete I LS $ 152,000.00 6,000.00 $ 96,00000 5194 143 $-11 3.43 4 Site Demolition- Building Structures I LS $ 10400000 6,000.00 $ 96,00000 S 93 ,14 - S: 93t)Bid4; 5 Site Demolition -Site Features 1 LS $ 15,600.00 5 000.00 $ 45,000.00 S 4 62857 S 42A28.51 F 1 9 7 lBuilding Relocation- Scalehouse Building I LS S 26,90000 9600.00 $ 9,600.00 '5 }.4 $. 24 .43:' " 8 Site Excavation & Gradin 188,000 SF $ 0.69 1.00 $ 188,000 00 S 0, 127.156.57 9 Proposed Site Sanita Systems 3 EA S 3,470.00 6,900.00 $ 20,700.00 '$ 8 7.14 1 10 Road Systems -RCA subbase Material 124,700 SF S 0.62 120 $ 149,640.00 079: 073 wx 13 Site Concrete. Curbs stem 5,900 LF $ 14.04 14.00 $ 82,600.00 15.67 92453,00 14 Site Concrete-4"Sidewalk 6,815 SF v 4.50 $ A_0 $ 30,667.50 S 4.74 ..5 3231-: 32-"2.31 15 Site Concrete- b" Reinforced Concrete Slab 1,725 SF $ 7.80 6.50 $ 11,212.50 S 7.55 S 13024.21 Ib Site Concrete -8" Reinforced Concrete Slab 2,800 SF $ 9.10 11,20 $ 37,36000 S.. 11,73 S 32 } 17 Site Concrete- 10" Reinforced Concrete Slab 2,160 SF $ 1092 12.60 $ 27,216 00 $ 14.15 $ 30 74 Site Concrete- 10" Reinforced Cone Slab W/ Hardener 18 14,600 SF S 1196 17.00 $ 248,2 000 S 17,43. S 2 47616,9 - 19 Site Concrete- Reinforced Structural 720 CY $ 303.33, 780.00 $ 561,600.00 $.. M,33` S 421 07. - 20 Site Concrete- Precast Block Retaining Wall 400 EA $ 249.60 196.00 $ 78 400 00 S 207.0$ : $. .29 21 Buildin Structures -Transfer Station 20,400 SF $ 3647 60.00 $ 1,224000.00 45.80:.5 _ S 4656 $.... _- 25 i S. 24 500 Gallon Waste Oil Tank I LS 1_902_00 3 000 00 $ 3000,00 $' 79,37';. S 7 25 Site Donninge- Structures Rin s Etc. I LS $ 124,000 00V17,000,00 $ 227,000.00 5230 ,116.' $ 23003$.861 Site Drainage- 18" HDPE Corrugated Drainage Pipe 26 1,600 LF $ 26.00 36.00 $ 57600.00 $ 27.71;. S 44 2.86 S 17.936A0: S - S 0.92 S - Sitei}4r ': Comddi)Rn�aPd4ialea - "3500 29 1025 $ 31.2 $ $ 40.04: S 41043.93 Site Fencing -4' High Vinyl Coated Fence and Gates 30 530 LF $ 20.801 32.00 $ 16,9fi0.00 30.441 S 1613043 4: 0.43' $ 1 857 0.12` S $ 356.64 S Proposed Scale System- Weighbridge Furnished and 34 Inst 2 EA $ 50,100.0048,000.00 $ 9600000 $ 54193.71 S 108.397.43 35 6' Bollards, Steel Supports and 20' hi gh Pole I LS $ 27,000.001 6,900 00 $ fi,900.00 "S 16 100,401 $ 16 100.00 36 Steel Stairs and Railing I LS $ 110000000000.00 $ 20,00000 $21^,06 $ 21,W.96 37 :Raifieflort De[ dm System t s $ 21,900.0 6' 60 $ %'!p S 23 71.43.. S 23 71.43 38 Methane Detection System 1 LS $ 12,300.0007,000.00 $ 27,000 00 14 714.29' S 1471429 39 Scale Vidw Mom}iorin Ssten 1 S S 19,000, .00 $ 36 $ 19342.86' E 19342 40 Gas Vent Modification 1 LS $ 9,900.001 9,600.00 $ 9,600.00 $ 7665.71 S 7665.71 41 Domestic Water Service -Com tete I LS $ 50,000 0048,000.00 S 48,000.00 S 45071.43 S 45071.43 Pm snpprc$ Water We0 �6.Eg9ipment- Complete 42 1 LS .S: 26500. $ 21728.57 S 22 728.57 43 Fuel DhipenriegSysient, Complete 1 L87 $ 11600: 44 6" Crushed Stone Pavement with Filter Fabric 3,500 SF $ 297 4.00 S 14000.00 $ 3:02'' S 10564,07 .a1: ' s1:'ReN�>a' S 148.9? $ Modified Domc,nc Walel Ser,ce-3" SDR 9 HDPF Al I IS S 47,425 0046,000.00 $ 46 000.00 S 43 767.86. S 43,767.86 - 3W.000.00- A2 Metal Canoe A 1500 SF $ 38.01: 64.00 $ 96000.00 E 46.48. $ 6971679 A3 Metal ( anopy 13 '.,700 SF S 38 06, 3200. $ 86 400.00 S 41.88 ` $ 173 065.97 TOTAL FOR ITEMS (1-45) 7'0 BE FUNDED THROUGH BOND S 4,347,595.00 S 3,389 T51.I810 - TOTAL FOR ITEMS (1-45) TO BE FUNDED THROUGH OP. BUDGET yy 5 184,900.00 $ ]33,9363}' tap':' TOTAL FOR ITEMS(1-45101/1 IniRD//) IO RIIRIIIL$a l Olt lx r e'g• a+•a lvrlrtl S.i.543.'l2.12 5 1AMp4•t.56 1' TOTAL FOR ITEMS (1-45.10111 I It I NII/ 01014 IRR I/11111'111// '"• 1 = Items to he Del =Credit by SubContractor and Work by Annual Contract "L1I&A 437 South CountryRoad • Brookhaven • New York • 11719 (631) 286-8668 • FAX (631) 286-6314 EUGENE F. DALY, P.E., P.T.O.E TM, PRESIDENT and C.E.O. RAYMOND G. DiBIASE, P.E., P.T. O. E. T'M, EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P.E., VICE PRESIDENT Hawkeye Construction Corp. 2 Access Road Patchogue, New York 11772 Art: Michael Conklin, Chief Estimator 0 L. K. McLean Associates, P.C. July 19, 2005 CONSULTING ENGINEERS Associates CHRISTOPHER F. DWYER JAMES L DeKONING, P.E. ROBERTA. STEELE. P.E. C •• Re: Town of Southold: Transfer Station Expansion & Site Improvements Notice of Award — "D'/ LKMA Project #: 04050.000 Dear Mr. Conklin: As Consulting Engineers to the Town of Southold, our office has attached Town Board Resolution No. 436 of 2005 adopted on July 12, 2005 thus awarding Contract "D" of the above referenced project to Hawkeye Construction. As you are aware, the Town of Southold has deleted item No. 7 of Contract "D" (Site Lighting) in order to meet the budget limitation on the project (please refer to the attached Bid Breakdown for Contract "D"). The revised bid amount received on April 21, 2005 was decreased from $250,250.00 to $142,750.00. The Town of Southold is eager to commence construction on this project and expects to procure an executed agreement with your office as soon as possible. Our office is in the process of conforming the bid proposals submitted on the bid date (April 21, 2005) to reflect the modifications to the awarded items. Once the copies are made by our office we will coordinate the signing of the Contract Agreement within the conformed copies for distribution to all involved parties. Please prepare to furnish the Town of Southold Clerk's Office with all necessary bonding and insurance documents as defined in the Instructions to Bidders within the Contract Specifications. The Bid Security furnished by your office shall be returned upon filing/approval of the Performance Bond and completion of ten percent (10%) of the work under the contract. Attached you will find a copy of the Resolution adopted on July 12, 2005 by the Town. Once again, our office appreciates your prompt attention to the contract requirements for a contract to be fully executed between your office and the Town of Southold. Once all conformed copies are prepared and contract requirements are furnished by your office, the Town will review all contract documents and schedule a contract signing with your office. Upon completing all contract procurement procedures, the Town of Southold will schedule a Pre -Construction Meeting with all involved parties. If you should have any questions regarding this correspondence, please do not hesitate to contact this office directly. Very truly yours, CFD:cfd Christopher If. Dwyer Enc. (2) Bid Breakdown Spreadsheet, Town Resolution Associate CC: Southold Town Board Members w/enc Patricia Finnegan, Southold Town Attorney w/enc. LKMA File Copy w/enc. • Founded in 1950 • � •. � rTZYPZt.: za J y�OpF SO�ryo. ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL - TATISTICS -OFFICER MARRIAGE RECORDS MANAGEMENT OFFICER �'Cou FREEDOM OF INFORMATION OFFICER � �rrV �, "41 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road Y.O. Box 1179 Southold, New York 11971 Fax(631)765-6145 Telephone (631) 765-1800 southoldtown.northfork.net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 436 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 12, 2005: RESOLVED, that the Town Board of the Town of Southold hereby accepts the bid of Hawkeve Construction in the amount of $142,750.00, as part of the renovation of the Solid Waste Manasement District Transfer Station, as modified in accordance with the recommendations of L.K. McLean Associates, P.C., as reflected in the attached Memorandum, and authorizes and directs Supervisor Joshua Y. Horton to sign an agreement with Hawkeye Construction effectuating the acceptance of such bid and completion of such work, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk • Town of Southold "Transfer Station and Residential Drop-ofP' - Electrical Contract Construction Bid Break Down - Contract "D" Bid Date: April 21, 2005 LKMA No. 04050 Ocean Electric Roland's Electric Hawkeye Const. Elder Contracting Hinck Electric J.P. Daly & Sons venge McL9aq AXxoriatnt Item Item Estimated Unit Unit ExtendM Unit Extended Unit Exmnded Unit Extended Unit Extended UNt Extended Exte W one E.W ded No. Coon-tD Qurnery Nice Price Price Pnce Pnce Pnce Pnee Nita Price Priv Price Pnce Prue Prim prim I General Conditions end Mobilasnon I LS $ 49,200 00 S 49,200 00 $ 21.38000 E 21380.00 $ 10,10000 E 10,10000 $ 28,00000 E 28,00000 S 10.30000 E 10,300.00 S 2000000 E 2000000 x 3 S 13 t6333 d.>- qQ 2 Proposed 600 AMP Eleclde Service I LS E 27.54500 S 27545.00 S 25,49000 $ 25.49000 S 32,00000 E 32,00000 $ 23.500.00 S 23,50000 f 3035000 3 30350.00 S 3900000 E 3910000 3 0 1 19.64]50 Z= Cb Is i:xA:41aB6 • S •:S ::X':11: 1 Y1.010%0f_.. 91 JU4�4 :' S L"Y. rl: S vntl!O. i S "!I :'S •' a -- :_a"!{s+rj'x' .. _ �dixa[ji: : Sisiilt t4}s ... �,.., rltXdp. j's '' .: x.S✓M011! .r'. {l+Yiiu �L S IS 1d.mm S .: --"'"-r�E 1:x.1' S nnxtro:: f • 1 S 'YY'•• 51!Q. Y• E :1XY!1' ,•'.YI S UXx•11 1 3,4M!Y 12 Emer rnry Generator Elednc I LS S 5,20000 1 E 5200.00 1 E 16,80500 1 S 16.80500 E 7,30000 1 E 7,30000 1 S 14,600.00 1 S 14,600 W S 22,000.00 S 22.000.00 S 34,000.00 8 3400000 $ 16,650.83 S 16,650.83 ,$ 1,800.9*• 1 ;SOO.W TOTAL FOR /TEMSIT011 8 1!8,934.00 1 165,189.00 3 142,75000 8 103,000.00 1 19",100.00 S 199,4W..00 1 DI,dISJB f 185, .W �.IC&A • • L. K. McLean Associates, P. C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631) 286-8668 • FAX (631) 286-6314 Associates EUGENE E DALY, P.E., P. T.O. E.TM� PRESIDENT and C.E.O. CHRISTOPHER F. DWYER RAYMOND G. DiBIASE, P.E., P.T.O. E.T1", EXECUTIVE VICE PRESIDENT JAMES L. DeKONING. P.E. JOSEPH F. CLINE, P.E., VICE PRESIDENT ROBERT A. STEELE, P.E. ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, P.E., VICE PRESIDENT July 19, 2005 W.H.M. Plumbing & Heating 6H Enterprise Drive East Setauket, New York 11733 r Art: William H. Mauff, President co Py Re: Town of Southold: Transfer Station Expansion & Site Improvements Notice of Award — Contract "C" LKMA Project #: 04050.000 Dear Mr. Mauff: As Consulting Engineers to the Town of Southold, our office has attached Town Board Resolution No. 436 of 2005 adopted on July 12, 2005 thus awarding Contract "C" of the above referenced project to W.H.M. Plumbing & Heating. Attached you will find a copy of the Southold Town board Resolution adopted on July 12, 2005 by the Town in the amount of $43,178.00. There were no mathematical errors made in the proposal and the Town awarded all items in Contract "C". Please refer to the attached Bid Breakdown Spreadsheet prepared by our office. The Town of Southold is eager to commence construction on this project and expects to procure an executed agreement with your office as soon as possible. Our office is in the process of conforming the bid proposals submitted on the bid date (April 21, 2005). Once the copies are made by our office we will coordinate the signing of the Contract Agreement within the conformed copies for distribution to all involved parties. Please prepare to furnish the Town of Southold Clerk's Office with all necessary bonding and insurance documents as defined in the Instructions to Bidders within the Contract Specifications. The Bid Security furnished by your office shall be returned upon filing/approval of the Performance Bond and completion of ten percent (10%) of the work under the contract. Once again, our office appreciates your prompt attention to the contract requirements for a contract to be fully executed between your office and the Town of Southold. Once all conformed copies are prepared and contract requirements are furnished by your office, the Town will review all contract documents and schedule a contract signing with your office. Upon completing all contract procurement procedures, the Town of Southold will schedule a Pre -Construction Meeting with all involved parties. If you should have any questions regarding this correspondence, please do not hesitate to contact this office directly. Very truly yours, CFD:cfd Christopher F. Dwy Enc. (2) Bid Breakdown Spreadsheet, Town Resolution Associate CC: Southold Town Board Members w/enc Patricia Finnegan, Southold Town Attorney w/enc. LKMA File Copy w/enc. • Founded in 1950 • • ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER F SO&Tyolo NV I -`d OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax(631)765-6145 Telephone (631) 765-1800 southoldtown.northfork.net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 438 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 12, 2005: RESOLVED, that the Town Board of the Town of Southold hereby accepts the bid of W.H.M. Plumbing and Heating in the amount of $43,178.00, as part of the renovation of the Solid Waste Management District Transfer Station, as modified in accordance with the recommendations of L.K. McLean Associates, P.C., as reflected in the attached Memorandum (see resolution V436 attachment), and authorizes and directs Supervisor Joshua Y. Horton to sign an agreement with W.H.M. Plumbing and Heating effectuating the acceptance of such bid and completion of such work, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk • Town of Southold "Transfer Station and Residential Drop-off' - Plumbing Contract Construction Bid Break Down - Contract "C" Bid Date: April 21, 2005 LKMA No. 04050 III x:nl,i.w 411111 I II.411IIIc I,III,Ix,:I, rIIIII1111rIC Nrla 11,••1111x1 u1::I111L.N..11 r:1!::IP ,11,•, r:lllll,•, 'y':.;: ', �. Ascrage McLean Asgociales u; %• i, ; ::.:w4A: 141.1: L%Y::Mltll 1 411111 4111 1 , I'1 re 1••Price Price .. 1; ._ } 1 I%:Ii S `1141: S IinNl'NI•S I`.P'N!�p -?0.1NNi1Nl i' .. .. •.1 is: v.i' '•;,. S 11'j'f:� 5 '1,-:'p- f `S 'I I - :,' ''. •.:. a ::^. _'_7,IN4!IW 5 •'. 11 S 10 MIR, • S 14.NN:INI i 191;i �.IMNiv; I S-__4(y)—01M' IN 1 i06 t '•f> 5 IN! i I -'l: 411 S I,iNN1 q1 b !INNI'N' - ;eYr.;i:y1', .w:..•p .: yy".'y �.. s,rl 7:wi�vx:. NHI/!NN//l. q1:/11:1 .,, II l'x RA '.. ...x: t !-x:!111!11.- - eu.n4u ah .�,.•�.. 5 14.12 /N/':d'+,�.: Fi S 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS V MARRIAGE OFFICER RECORDA,MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER yyccpF SOUTy T �O CAel ,M Ol� N% OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 18, 2005 Mr. Chris Dwyer L. K. McLean Associates, P. C. 437 South Country Road Brookhaven, NY 11719 Dear Chris: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net Enclosed find three (3) certified copies of the resolutions that were adopted at the July 12, 2005, Special Town Board meeting with regard to the Solid Waste Management District. I have also enclosed the resolutions to be forwarded to the bid awardees, per our conversation this morning. If you need anything further, please call me. Sincerely, Lynda M Bohn Deputy Town Clerk Enc. ■ Complete items 1, 2, and 3. Also. complete A. Signature Item.4 if Restricted Delivery Is desired. t X 0 Agent0 I ■ Prim your name and address on the reverse Addressee B. Received by (Printed Name) C. Date of Delivery so that we can return the Card to you. ■ Attach this card to the beck of the mailpiece, or on the front if spaoe permits. from ow 17 0 Yes D. If delivery address cWis d addrerentess M YES, enter delivery address below; ❑ No I 1. Article Addressed to; I L.D. #WY We.% ��bY �`( 3. Service Typo . I ( / l,it lfecl Mail 0 Express Mall Registered ❑ Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery? Oft Feel 0 Yes AAcle Rmww ervice law 7003 3110 0001 8547 4842 I PS Form 3811, February 2004 Domestic Return Receipt 102595-02-WI5401i a Complete items 1, 2, and 3. Also -complete item 4 If Restricted Delivery ■ Print your name and address) on the reverse -s0 that we can return the card to you. ■ Attach this card to the back of the mailpiace, or on the front If space permits. _ 1. Amble Addressed to. '✓t' Tory $So W, t1w, 5Fvxct �►,1.d Mt t lgo , I I A. Signature X 0 Agent 0 Addressee B. Received by (Printed Name) L C. Date of DelNery I I D. is delivery address diferent trom tem 11 0 Yes If YES, enter delivery address below. 0 No I 3. I�Sppe.r�v.icce�e Type %,10ed MeA 0 EzWass Mail L7 I Regletered -O Return Receipt for Merchandise I ' 0 l us"d mom 13 C.O.D. i • d�— ■ ■ ■ ■ ■ ■3 ■ ■ ■CD Sma. m'om-n .a� m�ag'n<Z DDD + moo mm°' ° c@� _3 a m>z C�mia01 0 �m or V!: S°� . .m3 m egst•W-ZPSSSZSt 3dleoel, wnpH oq�woa 170OZ A,Bruged 'L l8£ w,OJ Sd 659h Zh59 TOOO 022E EOOZ 09M QDJAM ��W _. __. ,egwnN eppy 'Z _ J ceA ❑ Pad wpW &knmpa PmoWeeH •q. I 'a'O'o 0 IIeW.Pwnwi [3 eslPue4o,eW p! 3dleoeU wnleU 0 pexyelAL�) IpW eswdx3. 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I (3 Agent 1 X a Print gourname w4 address on the reverse 13 Addressee I j s0'#W-We ow return the card to you. - B. ReosWed by (Pdnred Memo) C. Dere of Delivery ■ Attach ee card,to the hack of the malipiece, fl i I or on U* fiord N space permits,.' j I 1. Afadle Addraased b: D. Is delivery address dHferentfrom Hemi? ❑. Yea RYES, enter deWeyeddrees below: ❑ No I I � �/��VcY,� DSUW�.�r l{u.�n1�.rJS l•R:,:1�� p 3. Service lkPB Mail ❑ Express Mail ,1Je'Y' Raplatered ❑-Return Reralpt for Merchandise I 0 Insured Mail O C.O.D. I I. 4. Resirkted D*jwy?(Exon Fee) E3 Yes 2. ANde Number . ,f1Of1,seryke law 7003 3110 0001 8547 4835 IP3 Form 3811, February 20D4 Domesuo. Retum Receipt 1025-02 r oLL _■s �0 E� wa `mom E�'3 ZE '09 w1 `o ¢iij FoEwcw gs 4 @@ 4 cs8i_ Zm Sw-3C agg�C oii 2 F4 -.w e moo mL o3Vc �Q G Q yU 6 ZI LLS cc I'M � q dncc =-SC G op ■ Complete, items 1, 2, and 3. Also complete A Signature item 4 If Restricted Del" is desired. 0 Agent X ■ Print your name and address on the reverse 0 Addressee so that we Can return the Card to you. a Attach this card to the back of the msiipiecs, B. Received by (Famed Name) C. Date or Delivery - or on the from H space permits. C. Date of Delivery or on the front if space permits. i I. Article Ad tc' �l� I y�(1►tm+�C1 D. Is delivery address ditrent from Item 1? 0 Yes If YES, enter delivery address below: ❑ No I T�M�'Ir�I�IQMi>;h.3 SPCCA�t�% 1. Article Add I c�-77 I I I moi% hErrtcac. � 1,, V p(1 I � I N 1 1494c6 S. Service Type B�069di ied Mag D E>rprese Mail egietered - Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. I. 4. Restricted Delivery? (Exec Fee) 0. Yea 2. Article Number (rmns rtmseMcslaw 6 7003 3110 0001 8547 4750 jPS Form 3811, February 20134 Domestic Return Precept 102595-M 1540 , I- •COMPLETE THIS SECTION. DELIVERY it �� 1, 2, and 3:Pdso.,compiete A. Signature { itarhi 4 B dad D®iivery is desired. int X 1 a PHM your name and address on the O Addressee 1 so that we Can retum the card to you.. I ■ Attach this card to the back of the mailpiece, S. Received by ( Printed Name) C. Date of Delivery or on the front if space permits. D. Is delivery add? di ierem from. item 1? 0 yes N YES, enter delivery address below: 0 No 1. Article Add I �►��1/16k" I � i �`Sh�tnook.�uwtb +�eo� I I I moi% hErrtcac. � I '► l { � �� 3. Service Tips Heed Mail 0 Brixess Mall Oliegistered 0 Rehm Receipt for Merchandise i 0 Insured Mail 0 C.O.D. 4. Restricted DelKW (Exec Fee) 0 Yea I — -- Article rnber 2. {erlsaarhaerytcembe9 7003 3110 0001 8547 4767 PS Form 311, February 2004 Domestic Return: Receipt IM59e-02-WIS40'i E I ■ Carrpeoe nems 1, c, ISM u..,.w ......�.,..._ I Item 4 if ReeMcted Delivery to demill 1 ■ Print your name and address on the reverse so that we can return the card to you. 1 ■ Atter this card to the beck of the mailpieoe, I or on the front If space penrift 1. Anlolo Addressed �ee„ �►�w k Ny � ��a`� I 2. Article Number I. (ftleferfrom a X 0"="'; S. Received by ( Primed Nemo) C. Date of Delivery D. Is delivery address different fror 1 Item 17 0 Yes if YES, order delivery aeldrasa below: 0 No I 1 I 3. Service Type Wrodiffeci Mail O Express Mail WftWtemd 0 Retum Receipt for Merchandise 0 kwumd Mail 0 c.O.D.. 4. Restricted Delivery! (Extra Fee) 7003 3110 0001 8547 4774 0 Yes I , I Ps Form 3811 February 2004 Domestic Return Receipt fozessaz-u-is+o 1 • Complete ft9rne 1,�2; pend 3. Also plat Item 4 tf.Restdcted Delivery M dsailed . ■ Print Your name and address on the reverse so Nisi we earl malum the card to you, II • Attach ft card to the back of the mailplece, Cr on the front N Space Permits. 1. Arede Add tp. �9 ho—v*ivie.v" L iVe I I I II 2. Anile NuMbw (7iaralarfrdm seMce I PS Form 3811, February 2004 0 Agent 0 Addrmeea Received by (Printed Nemo) C. Deft of Delivery I lo d*�y address differem from kern 11 0 Yes 1 M YES, enter delivery address below. 0 No I I mau U Express Mail 'd 0 Retum Receipt for Merchandise tali D. C. D. I u Yee 7003 3110 0001 8547 4781 � f Domestic Return Recelpt rozsesoz-M-isaol 2-a"am m¢$f UOR a%c ico`iiv„a 9c �E ��a Nei $tea. a amE Em0i=u$ `q vQ C� m v ES Er W G�w�Vti F•m �3 @ Sm—Crow s V•■■EUU Zi ri mpm um$zu pEW 9 l ■ uompless nemst, t, ano d. wao Complete Rem 4 I Restricted Delivery Is daeired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mallpieoe, or on the front R space per mb. 1. Arkle Addressed G1rro.;t1,Ck X11 ^�k itti-o-a-1 co,-4.t-�../� 75 OnitIkit w-1oCt %e- L �ohew�,4. N Y I l l l b X 0 Agra I ❑ Addresses I B. Received by (AInted Items) C. Date of Delivery Del D. Is delivery address different from item 1? 0 Yes If YES, enter delivery address below: 0 No j 3. Service Type tr(gertifledMail O Express Mali Q Registered 0 Retum Receipt for Merchandise 0 insured Mall 0-C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes 2' Article ember sery7003 3110 0001 8547 4798 j .-._ aW I PS Forth 3811, February 2004 Domestic Return Receipt 1026e5m-M-.1sw I ■ Complete Roma 1, 2, and 3. Also complete A Signature Item 4 If Restricted Dot" is desired. G, deck ivy X , ■ Print your name and address on the reverse 13 man I so that we can return the card to you. Q eg eddl B. Received by (Printed Name) ■ Attach this Card to the back of the mallpieoe, 0 Inured Mall or on the front R space p r mits. 1. Article Addreeaedto: EdW'wld GAlwih C►1d,h�>ros, Inc, lug 5ve&W►t)=+fid C. Date of Delivery I I D. Is delivery address dMe ent from item 1? ❑ Yea ' R YES, enter delivery address below: 0 No 3 SWAM 7ype G, deck ivy aa4 ediste 13 man Q eg eddl 0 Return Receipt for Merchandise 0 Inured Mall O C.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes . 12. Article 3110 0001 8547 4828 (rmrwwNumber I mservice kw - R burn , PS Form 3811,February 2004 Domestic Retum Receipt 10259502-nv-ts4o� ■ Complete hems 1, 2, andcompleto 1 item 4 N Restricted Deliver� asired. ■ Print your name and add re the reverse so that we can return the card to you. ■ Attach this card to the back of the mallplece, or on the front If space permits. . 1. Article Addressed to:m^ {�03 Grwrclt. �+e.trt' 4Aoi brook M' l l `N i 2. Article Number (37ansfer:M1orns I PS Form 3811, eA, sigirawre .. .I. X ❑ I 0 Addresses I B. Received by (Printed Name) C. Date of Delivery D. Is delivery address dlfferentfrom Item 11 0 Yea If YES, enter dellvery address below: 0 No f I 3. Service Typa. er ertlffed Mail 0 Express MsW 1 I$I96stered 0 Return Recelpt for Merchandise I O'Inap"Mail 0 D.1?o. 4. Restripted Delivery? (aft keel ❑ Yea teP 7003 3110 0001 8547 4804 ( ■ Complete items 1, 2, and 3. Also complete ' ' n�1NO 0 Atm 1- item 4 if Restricted Delivery. is desired. ■ Print your name and address on the reverse X 0 l .. -. so that we can return the card to YOU. B. Received by ( Printed Narr»). - Date of DetNery ■ Attach this card to the back of the mailpiecs,l i or on the front 1f space permits. D. Is dellvary address dfflerent burn Item 11 U Yes - _. I 1. Article Addressed to: { 5ic �hev. Co dteu�c if YES, edeWery w: address below 0 No t I l -ILIa„,rd's � loci rt r/a� Sl3.buYQY1 10AjePVjVC''. f 3. Servlce'hpa Dear ?lark. N1 W) Q1 Med Mad P� press Mall ❑Rehm Receipt for Merchandise �:.. Repiatered. I 0 Itreured'.Ma9 0 C,Y7,D. .,'. t ❑ Yea 7003 3110 0001 854 7 4811 1 PS Form 3811, February r,. .. - 3N1� tl3llOO 1V 9103 553tlOOtl Ntl(I13tl3H1 dO 1Naltl 3H1 O13dO13AN3 dO t101 ltl H3NJI15 3Otlld 1 item 4 it Restricted DOI” is dashed. I ■ Print your name and address on the reverse i so that we Can return the card to you• ■ Attach this caro to the back of the rnW]Pleo% 1 or on the front If space permits. f. Article Addressed to: Edw►�rd 4.►��h r " 5 Inc.. ` " C'\ h ', n14�q Shca.wnboc,,f I I naUkaP ay IJ Agent ibc®Ived by ( PdnWr Nemol C. Data of OOV" i i 1. cWhsry if YE$, at>(aY dgl c'I4*9 below: 17" Na i 1, , 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER pf SOUTyo� COUNTI OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD BID OPENING Southold Town Landfill Transfer Station and Residential; Drop-off Bid Opening 4/21/05 10:00 A.M. All Bids were awarded with modifications per McLean Associates. Hawkeye Construction $142,750.00 Robbins and Cowan Inc. $2,929,972.58 W.H.M. Plumbing and Heating $43,178.00 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown. northfork. net 11URA • 437 South Country Road s Brookhaven o New York • 11719 (631) 286-8668 + FAX (631) 286-6314 EUGENE F. DALY, P.E., P.LO.E'M, PRESIDENT and C.E.O. RAYMOND G. DIBIASE, P.E., P.T.O.E.TM, EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE. P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT T. DAWSON, RE_, VICE PRESIDENT _ x, 1 7 2005 L. K. AlRean Associates, P.C. CONSULTING ENGINEERS June 13, 2005 Associates CHRISTOPHER F. DWYER JAMES L. DeKONING, P.E. ROBERT A. STEELE, P.E. Town of Southold Main Road Southold, New York 11971 CO Py ATT: Joshua Y. Horton, Supervisor Re: "Southold Town Transfer Station & Residential Drop-off Facility Construction" Revised Bid Breakdown — Modify Contract to Facilitate Bond & Operational Budgets LKMA Project #:04-050 Dear Supervisor Horton: In accordance with your request, L.K. McLean Associates, P.C. (LKMA) is pleased to submit the attached revised "Bid Breakdown" for the three (3) contracts (A, C and D) associated with the above referenced project. Our office eliminated and/or decreased many items of the General Construction Contract "A" while maintaining the core requirements of the project as identified in Section 1 of the attached Bond Resolution No. 815 of 2004. As you are aware, the goal of our evaluation was to lower the combined contract cost below $3,155,000 (conceptually derived budget available) without undermining the overall integrity and intent of the design. Based upon meetings with the Southold Town Attorney and Comptroller, our office has identified certain items that will be included in the award but funded through the Town's Operational Budget. As defined on the attached spreadsheet, the following items are proposed to be either deleted or decreased from the contracts: Contract "A" — General Construction (Apparent Low Bidder — Robbins & Cowan) Item #2 — Site Demolition Pavement Surfaces — The removal and disposal of all asphalt pavement surfaces within the project area to be performed by Town Forces. This item is one of the more significant costs against the budget. Based upon discussions with Jim Bunchuck, our office is confident that with clear direction and close coordination with the General Contractor, Town Forces will be able to remove the asphalt material and stockpile on-site until final disposal is required. The proposed cost to be saved on this item is $109,296.00. This is one of the few items removed from the Contract that would require town resources (machinery and manpower). Item #5 — Site Demolition — Site Features — The removal and disposal of site features within the project area includes the removal of the existing scales. Based upon a conversation with Terry Osweiller of Osweiller Bros. Equipment (scale dealers and installers), by salvaging the scales rather than disposing them (2), the Town would be credited $7,000.00 (Item 5a on attached bid • Founded in 1950 1I1AA L. K. 1AlicL,ean Associates, P.C. breakdown) by the Contractor (as passed through by their Subcontractor). The credit accounts for any transportation costs incurred by the Contractor as well. The Town would have to provide an area for the scales to be staged until a sales agreement is made by Osweiller Bros. Equipment. Item #6 — Building Relocation — Administrative Building -- This Item would still be awarded, however, since the relocation of the existing Administrative Building is for the purpose of overseeing the waste handling operations, the Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the lump -sum cost offered by the apparent low bidder ($39,000) would not be applied to the Bond Resolution. The infra -structure (asphalt parking area, curbing, drainage, concrete foundation/slabs, water, electric and sanitary system) would still be included in the project. Item #11 — Road Systems — Type 3 Asphalt Binder Course — Based upon conversations with the Town, Robbins & Cowan and Corrazini Paving (the Town's 2005 Annual Asphalt Contractor) it appears that Item #11 of the Contract can be performed through the Town's Annual Asphalt Contract. The Town's unit cost for the installation of Type 3 Binder Course ($52.00/ton) is much less expensive than the unit cost (by conversion = $84.20) provided in the Contract "A". The quantity under this item would remain at 124,700 square feet. However, based upon the difference in the two unit cost prices (by ton) and the required tonnage (2,100 tons) the Town will save $67,620 ($84.20 - $52.00 x 2100 tons) without decreasing any quantity from the project. A revised total estimated cost of $109,200 would be used from the project's bond as defined by Item Ila on the attached Bid Breakdown. Item #12 — Road Systems — Type 6F Asphalt Top Course — Since Item #I 1 is to be performed through an annual contract it is appropriate that Item #12 is performed by Corrazini as well. The proposed road system consists of 6" of RCA subbase material, 2 %" Type 3 dense binder (asphalt) overlaid by a 1 %" Type 6F Top Course (asphalt). Again, the Town's unit cost for the installation of Type 6F Top Course ($52.00/ton) is less expensive than the unit cost (by conversion = $56.41) provided in the Contract "A". The quantity under this item would remain at 135,700 square feet. However, based upon the difference in the two unit cost prices (by ton) and the required tonnage (1,400 tons) the Town will save $6,174 ($56.41 - $52.00 x 1400 tons). Although this is not a significant savings the two (2) courses of asphalt (Items I I & 12) should be installed by the same Contractor. A revised total estimated cost of $72,800 would be used from the project's bond as defined by Item 12a on the attached Bid Breakdown.. Item #22 — Building Structures — Home Exchange — By deleting the building structure associated with Item #22 of the Contract the Town can expect to save $29,764.80. The parking area, curbing, drainage, electric service and concrete slab would still be part of the project. Therefore the Town could use the existing concrete blocks on-site to construct a three (3) sided structure to contain the salvaged items. This item is identified in the Bond Resolution and will be constructed by Town Forces once all of the above listed items (infrastructure) in the Contract are installed by the Contractor. The Town has all materials necessary to construct the enclosure. Item #23 — Building Structures — Attendant's Booth — By deleting the building structure associated with Item 923 of the Contract the Town can expect to save $29,000.00. The concrete and electric service would still be included in the contract. The Town could construct a booth or Revise Bid Breakdown Letter Page 2 of L. K. A*ean Associates, P.C. purchase another type of enclosure as part of this project and at a lower cost than offered by the Contract. The structure would be financed by the Bond. Item #27 — Site Signage — Since the Town currently has the resources available to install standard traffic signs, the elimination of this item will not compromise the integrity of the project. Makeshift signs and traffic maintenance has been performed by the Town in the past. By deleting this item from the Contract the Town can expect to save $23,000.00. The signs associated with this project shall be installed by the Town or through an Annual Contract. The cost of the sign installations shall be charged back from the Sanitary District Budget to the Town Highway Department budget. Item #28 — Line Striping — 4" Wide — Since the Town currently has the resources available or annual contracts to paint standard 4" traffic stripes, the elimination of this item will not undermine the intent of the project. Traffic Control is part of normal operations at the facility, therefore the Town could perform all necessary line striping when necessary using in-house resources or annual Town contracts. By deleting this item from the Contract the Town can lower the contract amount by $8,112.00. Again, the cost of the line striping shall be charged back from the Sanitary District Budget to the Town Highway Department budget. Item #29 — Site Fencing — 6' High Vinyl Coated Fence & Gates — This Item would still be awarded, however, since the installation of the 6' high fence along the entrance/exit roadway is for the purpose of containing fugitive litter and debris, the Item would be funded from the - Town's Operational Budget. The Item would still be awarded, yet the extended cost offered by the apparent low bidder ($31,980) would not be applied to the Bond Resolution. Item #30 — Site Fencing — 4' High Vinyl Coated Fence & Gates — This Item would still be awarded, however, since the installation of the 4' high fence opposite the proposed Scalehouse Facility is for the purpose of containing fugitive litter and debris from the Transfer Station operations, the Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the extended cost offered by the apparent low bidder ($11,024) would not be applied to the Bond Resolution. Item #31 — Topsoil — Although it would be desirable to establish affected areas with vegetation, waste handling operations would not be affected by eliminating the topsoil item. Based upon the estimated construction schedule it is unlikely that the proposed topsoil areas would have the growing season necessary to be finished in 2005. The Town has the material (compost facility) and limited resources needed to place the proposed 4" layer of topsoil when needed. The amount of curbed roadways minimizes the need for topsoil in the immediate future. By deleting this item from the Contract the Town can lower the contract amount by $39,501.00. Since landscaping is mentioned in the Bond Resolution, Town Forces will perform the work under this item within the project schedule. Item #32 — Hydroseeding — The elimination of "Item #31 — Topsoil" facilitates the elimination of this item in the contract. Again, it would be desirable to establish affected areas with vegetation, however waste handling operations would still not be affected by eliminating the hydroseed item. Based upon the estimated construction schedule it is unlikely that the proposed topsoil areas would have the growing season necessary to germinate in 2005. The Town can Revise Bid Breakdov Letter Page 3 of 6 i:I AUA L. K NieLean Associates, P.C. seed the area occupied by topsoil when needed. Most sloped areas utilize retaining walls. The sloped areas will eventually rely upon vegetation for proper stability; however most of the site is occupied by sandy soils that are not subject to washing out. By deleting this item from the Contract the Town can lower the contract amount by $11,812.50. Since landscaping is mentioned in the Bond Resolution, Town Forces will perform the work under this item within the project schedule. Item #33 — Site Landscaping — Trees and Shrubs — The purpose of this item was to properly screen the proposed facility from surrounding areas. The Town has the resources necessary to install plantings when needed. By eliminating this item the Town lowers the contract by $18,418.40. Since landscaping is mentioned in the Bond Resolution, Town Forces will perform the work under this item within the project schedule. Item #37 — Radiation Detection System — This Item would still be awarded, however, since the installation of the detection system is for the purpose of enhancing waste monitoring operations, the Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the lump sum cost offered by the apparent low bidder ($21,900.00) would not be applied to the Bond Resolution. Item #39 — Scale Video Monitoring System — This Item would still be awarded, however, since the installation of the scale monitoring system is to support the scalehouse operations, this Item would be funded from the Town's Operational Budget. The Item would still be awarded, yet the lump sum cost offered by the apparent low bidder ($19,000) would not be applied to the Bond Resolution. Item #42 — Fire Suppression Water Well & Equipment - Complete — Based upon the new design of the Transfer Station Facility and Residential Drop-off the Town will have a new public water line installed within the facility and shall have concrete bunkers/pushwalls to suppress and control a fire. Although this Item would still be awarded, the Item would be funded from the Town's Operational Budget. The extended cost offered by the apparent low bidder ($26,500.00) would not be applied to the Bond Resolution. Item #43 — Fuel Dispensing System — Complete — Similar to Item #42 and other items that have been defined as `operational" features of the site, the Fuel Dispensing System in the Contract would be awarded by the Town as part of the project, however, the Item would be funded from the Town's Operational Budget. Therefore, the extended cost offered by the apparent low bidder ($11,600) would not be applied to the Bond Resolution. Item #45 — Concrete Curb Stops — Curb stops were included in the Contract as an extra precautionary item to limit the vehicles motion as it approaches the "head -in" parking along the Residential Drop-off Facility. Since the control of traffic is an operational feature of the site, these items can be obtained in the future, when needed, using annual contracts from an operational budget. Based upon the concrete curbing proposed along the front of the new building, the deletion of this item in the Contract does not affect the overall intent of the project. By eliminating this item the Town will reduce the Contract by $2,600.00. Revise Bid Breakdown Letter Page 4 of 6 LK&A 0 L. K. ALeala Associates, P.C. Based upon either the deletion or reduction in quantity of the above referenced Contract Items, Robbins & Cowan remains the apparent low bidder for Contract "A". Based upon references checked by our office, Robbins & Cowan is capable of performing all work in Contract "A". Therefore, our office recommends awarding Contract"A" in the adjusted amount to Robbins & Cowan. If the Town agrees with our office's recommendation the original bid amount of $3,457,956.00 would be decreased by $527,983.42 to a revised bid amount of $2,929,972.58. Contract "C" — Plumbing Construction (Low Bidder — WHM Plumbing & Heating) WHM Plumbing & Heating is the apparent low bidder for Contract "C" and based upon references checked by our office, is capable of performing all work in Contract "C". Therefore, our office recommends awarding Contract "C" in the amount of $43,178.00 to WHM Plumbing & Heating. If the Town agrees with our office's recommendation the original bid amount of $43,178.00 would be used by the Bond Resolution. Contract "D" — Electrical Construction (Apparent Low Bidder — Hawkeye Construction) Item #7— Site Lighting — Based upon the hours of operation and the areas of the facility affected by daylight, it appears the proposed interior lighting within the new Transfer Station building and proposed side mounted lights along the exterior of the building will provide enough light to conduct waste handling operations during the limited amount of time affected by daylight. It would be prudent to install spare conduits (in the contract) underneath the new roadways to facilitate any future site lighting installations by the Town. The elimination of this Item does not compromise the overall construction of the new facility and would reduce the contract significantly by $107,500.00. Based upon the deletion of the above referenced Contract Item, Hawkeye Construction would become the apparent low bidder of Contract "D" rather than Ocean Electric. Based upon references checked by our office, Hawkeye Construction is capable of performing all work in Contract "D". Therefore, our office recommends awarding Contract "D" in the adjusted amount to Hawkeye Construction. If the Town agrees with our office's recommendation the original low bid amount of $226,723.00 provided by Ocean Electric would be decreased by $83,973.00 to a revised bid amount of $142.750.00 provided by Hawkeye Construction. In conclusion, the Town could award all items necessary to construct the infrastructure associated with the new capital improvement project (all items identified in the attached Bond Resolution adopted November 16, 2004) while allowing for the construction of other operational features to be funded by the Town's Operational budget. Based upon the evaluation of all three (3) contracts, the new overall construction budget would be reduced from 3,727,850.05 to a new modified total budget of $3,297,900.58. The total cost for all three contracts as funded by the Bond would be $3,147,920.58 of the $3,155,000 available. An Operational Budget would need to be established in the amount of $149,980.00 to fund the "operational" improvement items in the Contract. Revise Bid Breakdown Letter Page 5 of 6 IlI&A L. K. McLean Associates, P.C. If you should have any questions upon reviewing this bid analysis and respective recommendations, please do not hesitate to contact this office directly. Our office appreciates the Town's continued willingness to re-examine the bids received on April 21, 2005. Very truly yours, CFD:cfd Christopher F. Dwyer, Associate Enc: Revised Bid Breakdown (spreadsheet) L.K. McLean Associates P.C. CC: Town Board Members w/enc. John Cushman, Town Comptroller w/enc. Patricia Finnegan, Town Attorney w/enc. James Bunchuck, Southold Town Solid Waste Coordinator w/enc. Revise Bid Breakdown Letter Page 6 of 6 0 0 0 Town of Southold "Transfer Station and Residential Drop-off'- General Contractor (Contract "A") Revised Construction Bid Break Down - April 29, 2005, June 13, 2005 Bid Date: April 21, 2005 LKMA No. 04050 = Items to be Deleted Entirely from the Contract ® = Contract Quantity for Item Reduced �= Items to be Funded by Operational Budget = Credit by SubContmclor and Work by Annual Contract Robbins and Cowan Inc. L.D. Wenger Construction Inc. Terry Contracting Frendolph Construction Galvin Brothers Coast. Hawkeye Const. Newborn Coast. Average ' Item Item Eitlrllated Unit UIIII Extended Ufllt Extended Unit E%iEndE(1 Unit F-XtelldEd Unit Extended Unit Extended unit Extended 117111 c.NcwEd No. Contract A Quantity Price Price Price Price Price Price Price Price Price Price Price Price Price Price 1 General Conditions and Mobilization I LS 5438000.000 S 438,000.000 $ 273,000.0 S 273,(100.00 $550000.00 S 550000.00 $ 325000.00 $ 325000.00 5200000.00 S 200,000.00 S 500,000.00 S 500,000.00 $ 921,339.00 S 921,33900 ���A 791,2 -� ,R "191.29-:" . iM',3 . e tt" ,',.a. x-: _ .. - - i Son IA'.n'•Ina -.l o.wrlr o p S I +' Y.b t 1:1 •n. rv+ S ; A INN.". f 4? iii i:: $ Pii.$I.. INN S 1 IFii 1r• '- - 3 '---' 4, .\.::: -- S --- 4.,.N:. . 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Mr 3_ IC,,r,x: ,,al S It,irnl ni S b„ .4 S N'•iNl E .7J^147 a !.I,p"I d? d nae L.:. n'luar..\•.uaxu: i•F •'••' N $ !•!rv: -_ _. 4 '1 ','N•1,!r• S •.'a5 it _ I••:,hN'•Ih• 5 01: $ '8 irm I. S_ I1] S •.II••n: $ S '•:,r t_ S '•a 44::+'• 1+.4 __'• PlrlrnAl tilll'l_al.11l\1\_41_7'77:, _ 1'1 $_ , 1'hun' t _ 111�11'''hdl 3 4.\+, Y, ____ f :71(Mi 1X. ___ ___ f `.PXI iYr S I, orAr.rr a __ i...... __ _ S :I:+NI _XI _ _ $ _ :; dr.4 1- dl,lnxi_hi S_ I'Ixx••x: �.._.�<.Nl IN) S_.__ rid: 0 S 11. 'N.!N S %.16.14 S tllii 73 {, %° vl 1 I:. _ It,+ul \IYlenn Rl�\.nblln rMateual .-- L'I'^• _ al S 6ht6 S NIX•. :IN' S OSt S 6%SNS INr t 0711 S NT:R):Mi S u-% S !1',2M1h •hl Si!W!S 94:YMIIXi S u-> -- S 7) 1. clXl S I.0 S IJ96JU!%I = _ Ur7 -I-1.7 SSM x!14111 SI ,.1 7, s_ v ; !i" M�-.• \9•t; :i`:,• S f _- j nat .„ 13 Sift Centauri Curbs tem t: N:' Ih 5 II:rt41S N'%3h!hMi S Ills' S I.","'ui(III s 1440 S 8J4Mild, S !a:• % 4%'SIM S 161X'' S •17-IOf:.'4! S 15"0 S b8.9)u;N'• S 1.1INi S_ %'_nN'ihl S. 1%(%7. 1 1124 ?Shc Id Site Concrete- 4- Sidewalk _. . IBIS a1 f T_.. t 'hr 1 Y It 7: Nldtr f a \. f _....- . __. 1' 7N_ a4 _ $ < 111 ._y $ ',641111+: S ._ 11+ 1 - $ ._8J '%.h")/,: 1 l i; _ i 'aaA, :n _-- --_ $ I:n _ f _ - .' 'I+ It! _ ... t I tl• $ tp S J'4 - _ S31 IS Site Concrete- 6" Reinforced Concrete Slab 1 725 SF $ 7.800 $ 13 455.00 S 7.60 S 13 110.0 S 10.50 $ 18 112.50 $ 6.96 $ 12006.00 E 7.00 $ 12 075.0 $ 6.50 $ 11 12.50 $ 6.50 S I l 12.50 �: Z. i 26.21, r - 16 Site Concrao- 8" Reinforced Concrete Slab 280 SF S 9.100 S 25 480.000 $ 11.0 f 30,800.00 $ 12.00 $ 3300.00 S 16.07 S 44 996.00 S 10.00 S 28 000.00 S 12.75 S 35,700.00 $ 11.20 S 31,360.0 Il, ,,..E•' 3 ; 17 Sift Coneretc- 10" Reinforced Concrete Slab 2,160 SF $ 10.920 $ 23 587.200 S 14.00 S 30,240.00 S 14.40 $ 31,104.00 $ 17.60 $ 38 016.00 $ 15,00 $ 32 400.00 $ 14.50 $ 31 20.00 $ 12.60 S 27 16 00 14.15 $ 10.554:.74 'S ' Site Concrete- 10" Reinforced Cow. Slab W/ Hardener 18 14 600 SF $ 11.960 $ 174 616.000 S 15.00 S 219 000.00 $ 16.50 S 240,900.00 S 20.55 $ 30 030.00 $ 18.00 S 262 800.0 $ 23.00 S 335 800.00 S 17.0 E 248 0.00 ; 17,43 S 254478di4. 1. 19 Site Concrete- Reinforced Structural 720 CY S 303.334 S 218,40.480 $ 525.00 S 37800.0 $ 540.00 S 3888000 E 674.00 E 485 80.00 S 600.00 S 432000.00 E 675.00 S 486000.00 $ 780.0 S 56160.0 S 5no, ,41 20 Site Concrete- Precast Block Retaining Wall 400 EA S 249.60 $ 99840.000 S 234.00 E 93600.00 S 175.00 $ 7000.00 $ 150.00 $ 6000.00 $ 240.00 $ 96000.00 $ 205.00 S 82000.00 $ 196.0- 21 Bmld' Structures- Transfer Station 20 400 SF $ 36.473 S 744,D49.200 $ 47.35 S 965 940.0 $ 45.0 $ 918 000.00 S 34.80 S 709 920.00 S 38.00 $ 775 00,00 S 59.00 E 1,203,600,00 S 60.0 E 1 24 000 00- t1• r >2� � Fe .. .. .. :v - ,.h T I<T f �:.. i S -. . _v , al' ,IA i ` • -1 - 24 500 Callon Waste OS Tank 1 LS $ 9,800.000 S 91900.000 S 00.00 $ 11500.00 $ 750000 $ 7,500.00 S 11 0.00 S 11,200.000 S 15 ,000.00 S IS 000.00 S 7,500.00 S 7,500.00 S"-� 3,000.00 S 3000 00 S. 7 $,S7 S- 7 8.57 25 Site - Sumerians Rings, Etc. 1 LS S 124 000.00 $ 124 000.000 S 187 000.00 S 187 000.00 $ 177 000.0 S 177 000.0 $ 200 000.00 $ 20 000.00 S 30 000.00 $ 30 000.00 $ 395 72.00 $ 395 272.00 $ 227 000.0 S 227 000.0 �.. 30 s s6 $ 23003886. Site Drainage- 18" HDPE Corrugated Drainage Pipe r� 26 .,, 1,600 LF S 26.000 $ 41 600.00 $ 30.00 $ 48 000.00 $ 42.00 S 67 00.00 $ 20.00 S 32 000.0 S 20.00 $ 32 000.00 $ 20.00 S 32 000.00 $ 36.00 S 57 600.00 ' 27,71 $. 44 286 S ... .. ._•_. .. ,.. •' ' I'134(Y�11<YJII; 6 "'.-, S '. v:SiMl I' I+ s'51.F M. E�.w'rr iyn. r� S IB.�AXfINY ,+�• 1; .: ; ate.`. .5. ::i+ii.Ml .s ._ Y9.1M1_fln S �� S 179"fi ,N' S - _ f iyAXl111 f: 4 W1Ar.' 4 IF 5. J4.J S - `.• •:'a ._ : OMI -. -..... .'.' S� ..- .: 'l..•1" .. ^ :' 'k' -i, a3w'' .'� ,.: 45_3M','ir.: +df, .. N., S, .$,SV S S O.nS }, S 025 3 pori 5 0,_ S _ 5 IS 117. f Site PCn6Wg- 6 I1 h III, til (:oNsud I c-im 111,1 1 tl111'Y 29 1.91 IF S .i1 I+"S '•I 981 -:PA) % i4'N'• S .9'1'1011 S .5.101 % ll.L`aW S.-.- ? (+' S !1:001e: $ _„n_ S `1-'$0 1N• S ':•: $ IN -I.:. o 3 •,.11S .,6,0w: W S 41 01 5 : y 11 r'1i 1% i'.42 S .iy'M,11lk Site Fencing -4 •I,,h '.I I, I1 rl!.; I, rcl.I n:• I IhI 30 530 LF S 20.800_ $ 11024.000 S 32.00 S 16960.00 S 35.00 S 18550.00 $ 23.25 $ 12 22.50 S 35.00 $ IH 50.0 S 35.0 S 18550.00 $ 32.00 S 16960.00 E. 30,441$ 16130.93 '.$ _... .. "-+nr fin sn fS 1.47951 a A•Ilrj! - 1 F, - f12° S •.} S .4 • ti Qn 1 Il 1p S t_ 0$ ,92 33 . KA S $,sYiM " - - - --- + fi- •tp64Mf - 3. S,f�I1.1N1 -- t Pmposed Scale Syslem- Weighbridge Famished and 1 34 Inst. i i 5 In ,.ia I•I,•..;,.., % lain::,+.. t aa•::•• •. S S!..:iW S I+: s, .;• L r, o'o:•r 4 cl:!I: 5 h l I S "N 5 `' 5 Ix .,., ,. S 5"..0'; I t I'%•%' li 5 tq 1Ah11N1 S 8X10011 •h1 35 -_ 6" Bollard Steels Support, LI • :."ay' '.' r ! Is % xl j a I .•, ._... t h _' t •_ S a .•.d :N t , tn..• W. a _ ._ . I • a :r' . S :!XN' n S 1 t S i.• -- S .•n I S .h , ! ' i 4 k •b S _ _ _ _ i ' N' S I•• IIN• uX` S 16.11•' u' $ 14�IIUb 011 S 14�1i1N1:M 36 Steel Stairs and RailingI S 5 I 1 +",S II c•,o .; - t tinI}t J ti'- t -!h do�S •.1•: •,•, S.__Iv,%i•1•-. S_ .,: N, •,+ t •.•, a. ,_••r••. t , ;r X, .. t ::r S .,, :.. .•.Nr S'I_. iiN!%6 S :I; 1MI•S .f iIM WI S• JSM, •Y. 37 Radiation DeledionS 1•: i Iti 5 pn:iX'o -,_ 4 _..-_.._ .I IAn`la+l _-_.___ S- I1vi•M't __ I;Nn!INr S 14,(4X7 IM S 1; n4•IXI f_ 17-!nr lX: S "_!vl N' Slt lnu!!q ._- S ,S?xh!MI SMi. N'. _a _'.�."Y, S :.1:X.1 p! {-c�iMM:IMI S 161iu',:hi S 21 -I J? S 'I1?�1 IA U:N f%1.1 HIXNIIiI 38 Methane Detection System 1 IS $ 12,30.000 f 12 0 000 S 14000.0 S 14000.0 S 7,500.00 $ 7 50.0 S 11 0.00 $ 11 00.00 $ 15 00.0 E 1500.0 S 16 000.0 S 16 00.00 $ 27 000.00 S 27 00.00 S 14 714.29.. $.. 14 714.29 7 - 39 Scale. Video MonitoringSystemI $ 19000.000 S 19,000:400 $ 16400 S 16,40000 $ 15,00,,'00 S. 79000.40:;- - QW --0 _:$ 25000.00 $ 10 W4:00 $ 10000.00 $ 74000.00 $. ..1400000 5...36000.0 .$ 000.00. :.$ 14342.86. S 19342.96 $"1 40 Cas Vent Modification 1 LS S 9,900.000 $ 9,900.000 $ 3,300.00 S 3,300.00 $ 6,000.00 $ 6 000.00 $ 10 000.0 $ 10 000.0 S 5.000.00 $ 5 000.00 $ 10 000.00 S 10 000.00 $ 91600.00 S 9,60.00 $ 7 685 71 S 768571 S - 41 Domestic Water Service- Complete 1 LS $ 50 000.00 S 50,000.000 S 49,000.00 S 49,000.00 S 21 00.00 $ 21 000.00 $ 65 000.0 $ 65 000.00 $ 40 000.00 S 40 000.00 E 42 500.00 S 42,500,(X) $ 48 000.00 $ 48,000 $ 45071.43 S 45,071.43 $ 50 ' A ' S0 Fire Suppression Water Well and Equipment- Complete 42 1 LS S 26,50.00 $ 26500.000 $ 27 00,0100 $.. - 2700000 3 1$ - ,0 S- 1800.0 1 600.00::5 19600,0 $ 15, . 0 S 1500000. S 38000.0- S 3800,0 S .:1500000 S 15.000.0'.: $ 22728.57' $ 22,728.57. S I ,W. 43 Fuel System- .Com 1 - 1 LS' S 110000 S 11600,000 S 13400.0 S 5346000 -$ 1300,0 Y. _:$ 1300.$10':'- $ 13 .0. $-�.I3- -.00 $ 20'000.0 E 20000.00 7500 $ 750000 $ SOOIXbO S 5,000` -.S 11,971.43 $ 11,971.43 3 19 5, 10 44 6" Crushed Stone Pavement with Filter Fabric 3,500 SF S 2.971 $ 10,398.500 S 4.40 S 15 400.00 f 1.15 S 4 025.0 S 2.86 S 10 00.0 f 2.50 S 8 750 00 S 3.25 $ 1137500 S 4.00 S 14 1X10.00 $ 3.02 $ 10,564.07 .�. 0.�`- ti ." .,- .." ="E "- - - :..!i .i' w• -'Ci`_ ,. r .' x _- - 3170 $ .. .. S 14897 $ Modified Domestic Wale, Service- 3" SDR 914DPE At I LS $ 47,425000 $ 47,425.000 E 40,950.0 $ 40,95000 $ 19,50.00 $ 19,500.00 $ 65,00.0 S 6500.0 S 35,000.00 $ 350000 S 52,50000 S 52 500.00 $ 46,00 00 $ 46,00.0 S 4376786 $ 43767.86 $ 300000 E- 3tl000.W A2 Metal Cano ' A 1 500 SF $ 38.015 $ 57,022 50 E 45.0 $ 67 5000 $ 30 0 S 45,000 00 $ 33.33 S 49,995.0 $ 5000 $ 75,000.0 S 65.0 $ 97,50.00 S 64.0 $ 96,00000 S 46.48. $ 69,716.79: § 300 $ 451100.0 A3 Metd Cano B 2,700 SF S 38.064 S 102,77280 S 44.00 $ 118,80.00 S 35.0 S 9450.00 S 34.07 S 91,9890 E 5000 S 135,000.00 $ 60.0 S 162000.0 S 3200 $ 86,4W.W S 41,88 $ 113,065.97 $ 350 - 94,500.00 TOTAL FOR ITEMS (1-45) TO BE FUNDED THROUGH BOND E 2,961,99158 E 3,073,717.50 $3,155,177.50 $ 3,117,979.15 S3,228,802.50 $4,014,914.50 54,347,59500 $3,389,754.10 $.2;357;77X50 TOTAL FOR ITEMS (1-45) TO BE FUNDED THROUGH OP. BUDGET E 149,980.00 E /17,17500 f 738,31500 $ 144,040.00 S 161,150.00 S 171,937.50 S 184,900.00 $ 753,95827 1`.125,193.00 TOTAL FOR ITEMS (1-45) TO BEA WARDED TO ROBBINS&COWAN E 1,929,97258 E 3,100,99150 $3,193,60150 E 3,272,019.15 53,390,052.50 $4,186,851.00 $4,532,495.00 $3,543,71132 .52,176;%5.50 TOTAL FOR ITEMS (145) TO BE AWARDED TO CORRAZINI ASPHALT f 182,000.00 S S - 5 S $ E f f = Items to be Deleted Entirely from the Contract ® = Contract Quantity for Item Reduced �= Items to be Funded by Operational Budget = Credit by SubContmclor and Work by Annual Contract Town of Southold "Transfer Station and Residential Drop-off'- Plumbing Contract Construction Bid Break Down - Contract "C" Bid Date: April 21, 2005 LKMA No. 04050 Item No. Item Contract D . u1. l "m nrt ( I ..n r,:r ;': un 1• Ocean Electric Unit Extended Price Price N.u.+t. P1nrr:htrle and H,•aling :.. ' u:. -.,I ^o: r '.:: r I <nbr:n:% PI:IIIIm11;; mild Deatrm_ 1 t1: n.::: h.:,r ..r.«. Hawkeye Const Unit Extended Price Price H: anlm 11111 Pliant %peruln:,s a i .::: ': Eldor Contracting Unit Extended Price Price A4erage ! :.: 1:at<•nde:i 11 we 011ie McLeau Aysocisies, 1.1111 I:klerldi: i I Germ .1, i.lcnm� aid MoHlrano• I Ie $ "!1•.{.: < ;:.. .. y ;;.. :.�a I!".•:.: a :. �:.: ,:'a :. .: < ,,Iy; •�., a c18: $ 10,100.00 I$,tIWQD 2 Pro a..: .::'.111: -Sr: •:.: •. n-.rraat, ^: Mu.: I 15 3 I:,r::.,: $ 1. r. -:.v. S t;b ••-�"t Ir 6, p• � I-.::: :. a { ... 1,7<'1•' S 17:<'6r 3_- ':711(MI IMI Proposed 600 AMP Electric service T7' : 3 In[e:1. 1'.:.11.611 I onw1 ,'e,n: I le S Lr •IIT y F. •!: 5 '. .. r• � .•..•:: . S _.. I'•'• ! � S ::1-'�: 3 15J•:Yr ii S I11,'Ya<Ib _ 3"• IaJ11l1i.rNr 4 Inter:": P'::n'b n, t.lnuna'1.: ;ni'•u.1: .: I In a S ' I S •.v y Transfer Station- Interior Electric 1 LS $ 34,429.00 S 34,429.00 $ 64,820.00 $ 5 Inleu, Iln:nl:r a ':t:: : II aril I. I 1S S ' 2N +e.• $ • :': S �.I:v .. S : ; :!: S <, • :. is V '.. i �I• 5 N' S 5,!!6 i4 3 .i,5U0.U11 � , 60KI„ 83� 6 Inte::,-P w.i wl It'h.:v. Ind.' I Ie 3 J'w! S '::• S W. C�i:y .:. :: .� _Sa'<,r•.< $ S ._. _.:.:.,. 3 _ _<.M)8 l,7751tlt 3 1.7711 S 8,500.00 S 8,500.00 $ 18,790.00 $ 18,790.00 S 58,000.00 S 58,000.00 ,2 5 Administration Building -Electric I TO TAL FOR ITEMS I TO 6 $ 6,695.00 $ 6,695.00 S 43,178.00 5,200.00 $ S 47,800.00 S 10,100.00 S f 60,000.00 S 18,500.00 f 50,326.. ea $ f• •31;.( 00': Town of Southold "Transfer Station and Residential Drop-off'- Electrical Contract Construction Bid Break Down - Contract "D" Bid Date: April 21, 2005 LKMA No. 04050 Item No. Item Contract D Estimated Quantity Unit Ocean Electric Unit Extended Price Price Rolarl Electric Unit Extended Price Price Hawkeye Const Unit Extended Price Price Eldor Contracting Unit Extended Price Price Hinck Electric Unit Extended Price Price J.P. Daly & Sons Unit Extended Price Price Average Unit Extended Price, Price tea " - I General Conditions and Mobilization I LS $ 49,200.00 S 49200.00 $ 21,380.00 $ 21380.00 $ 10,100.00 $ 10,100.00 S 28,000.00 S 28,000.00 S 10,300.00 S 10,300.00 S 20,000.00 S 20,000.00 .' 23 .33' ,5 73163.1:1 2 Proposed 600 AMP Electric service I LS $ 27,545.00 S 27,545.00 $ 25,490.00 $ 25,49000 E 32,000.00 $ 32,000.00 S 23,500.00 $ 23,500.00 S 30,350.00 S 30 350.00 S 39,000.00 S 39,000.00 .50:'. S 29'.647-10 3 Transfer Station- Interior Electric 1 LS $ 34,429.00 S 34,429.00 $ 64,820.00 $ 64,920.00 $ 55,500.00 $ 55,500.00 $ 77,000.00 $ 77,000.00 S 82,000.00 $ 82,000.00 S 95,1100.00 S 95,000.00 6 W:$ , 60KI„ 83� 4 Weigh Facility Electric I LS $ 15,041.00 S 15,041.00 $ 14,515.00 $ 14,515.00 $ 8,200.00 $ 8,200.00 S 8,500.00 S 8,500.00 $ 18,790.00 $ 18,790.00 S 58,000.00 S 58,000.00 ,2 5 Administration Building -Electric I LS $ 6,695.00 $ 6,695.00 $ 5,200.00 $ 5,200.00 S 10,100.00 S 10,100.00 S 18,500.00 $ 18,500.00 $ 14,660.00 $ 14,660.00 $ 23,000.00 $ 23,000.00 11015113 IM.'91111 6 Home Exchange Electric 1 LS $ 2,326.00 $ 2,326.00 $ 2,930.00 S 2,930.00 S 4,300.00 S 4300.00 $ 6,000.00 $ 6,000.00 $ 2,800.00 S 2,800.00 $ 4,500.00 $ 4,500.00 3t _$ ' re„ "` ....•.'s • 11,900.00 Exterior Building Lighting I LS S 2,000.00 $ 2,000.00 S 2,081.00 $ 2,081.00 $ 5,000.00 $ 5,000.00 S 9,000.00 S 9,000.00 $ 90oA0 S 900.00 $ 1,900.00 f 9 Fuel Dispenser Electric I LS S 575.00 S 575.00 $ 1,225.00 $ 1,225.00 S 4,050.00 S 7,050.00 $ 5,200.00 $ 5,200.00 S 2,850.00 $ 2,850.00 $ 16,000.00 S 16,000.00 L7`.7 10 Electric To RPZ Vault 1 LS S 1,100.00 S 1,100.00 $ 2,557.00 $ 2,557.00 $ 2,100.00 $ 2,10000 E 4,500.00 $ 4,500.00 S 3,050.00 S 3,050.00 S 4,000.00 0 - E 11 Attendants Booth Electric I LS S 4,823.00 $ 4,823.00 $ 8,28600 $ 8,286.00 $ 4,100.00 $ 4,100.00 $ 8,200.00 S 8,200.00 $ 4,000.00 S 4,000.00 S 4,000.00 S 4,000.00 'S 5,568,77., :'S 5,56817. ..... 12 Emeren Generator Electric 1 LS $ 5,200.00 S 5,200.00 $ 16605.00 $ 16,805.00 $ 7300.00 S 7,300.00 f 14,600.00 $ 14,600.00 S 22,000.00 S 22,000.00 S 34,000.00 S 34,000.00 'f 16,8 .83 16,b5083. .,$, 2.- $ 06 TOTAL FOR ITEMSI T071 S 148,934.00 S 165,189.00 8 742,750.00 1 203.000.00 f 791,700.00 $ 199,400.00 S 191,d4Sf0 $ 185;00.0. = Items to be Deleted Entirely from the Contract ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0 7,. r OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax(631)765-6145 Telephone (631) 765-1800 southoldtown.northfork.net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 815 OF 2004 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 16,2004: BOND RESOLUTION OF THE TOWN OF SOUTHOLD, NEW YORK, ADOPTED NOVEMBER 16, 2004, APPROPRIATING $3,250,000 FOR THE INCREASE AND IMPROVEMENT OF THE FACILITIES OF THE SOUTHOLD SOLID WASTE MANAGEMENT DISTRICT, IN SAID TOWN; AUTHORIZING THE ISSUANCE OF $3,250,000 SERIAL BONDS OF SAID TOWN TO FINANCE SAID APPROPRIATION; AND AUTHORIZING ANY FUNDS TO BE RECEIVED FROM THE UNITED STATES OF AMERICA AND/OR THE STATE OF NEW YORK BY GRANT OR ANY OTHER SOURCES TO BE EXPENDED TOWARDS THE COST OF SAID OBJECT OR PURPOSE OR REDEMPTION OF THE TOWN'S OBLIGATIONS ISSUED THEREFOR, OR TO BE BUDGETED AS AN OFFSET TO THE TAXES FOR THE PAYMENT OF THE PRINCIPAL OF AND INTEREST ON SAID OBLIGATIONS Recital WHEREAS, the Town Board of the Town of Southold (herein called the "Town Board" and the "Town", respectively), in the County of Suffolk, New York, acting on behalf of the Southold Solid Waste Management District (herein called the "District"), in the Town, following a public hearing duly called and held on this date, has determined, pursuant to the Resolution and Order After Public Hearing duly adopted on this date, that it is in the public interest to increase and improve the facilities of the District, as hereinafter described, at the estimated maximum cost of $3,250,000, and has ordered that the facilities be so increased and improved, and that appropriate specifications and an estimate of the cost and contract(s) be prepared for presentation to the Town Board as soon as possible; Now, therefore, be it RESOLVED BY THE TOWN BOARD OF THE TOWN OF SOUTHOLD, IN THE COUNTY OF SUFFOLK, NEW YORK (by the favorable vote of not less than two-thirds of all the members of said Board) AS FOLLOWS: Section 1. The "Town hereby appropriates the amount of $3,250,000, including preliminary costs and costs incidental thereto and to the financing thereof in the amount of $50,000, for the increase and improvement of facilities of the District, by expanding the existing Transfer Station (hereinafter sometimes called the "Station") within the District by constricting inter alia, an information booth, an addition to the Station and the Re -Use Center, as well as the reconstruction of the existing Scale House and completion of construction of the Truck Loading Pit, including the acquisition and installation of the requisite original furnishings, equipment, machinery and apparatus and site work, including, but not limited to, storm water drainage, a new 1,000 gallon above ground waste oil tank, paving of roads, fencing, landscaping and grading and improving the site (the "Project'). The estimated maximum cost thereof, including preliminary costs and costs incidental thereto and the financing thereof in the amount of $50,000, is $3,250,000. The plan of financing includes the issuance of $3,250,000 serial bonds of the Town to finance said appropriation, and the levy and collection of taxes on all the taxable real property in the Town to pay the principal of said bonds and the interest thereon as the same shall become due and payable. Any funds received or to be received from the United States of America and/or the State of New York by grant or from any other available sources in connection with the Project shall be applied towards the cost thereof or redemption of said bonds i or any bond anticipation notes issued therefor, or shall be budgeted as an offset to the taxes for the payment of the principal and interest on said bonds. Section 2. Serial bonds of the Town are hereby authorized to be issued in the principal amount of $3,250,000 pursuant to the provisions of the Local Finance Law, constituting Chapter 33-a of the Consolidated Laws of the State of New York (herein called "Law"), to finance said appropriation. Section 3. The following additional matters are hereby determined and declared: (a) The period of probable usefulness of the Project, being the specific object or purpose for which said serial bonds are authorized to be issued, within the limitations of Section 11.00 a. 6-a of the Law, is twenty (20) years. (b) The proceeds of the bonds herein authorized and any bond anticipation notes issued in anticipation of said bonds may be applied to reimburse the Town for expenditures made after the effective date of this resolution for the purpose for which said bonds are authorized. The foregoing statement of intent with respect to reimbursement is made in conformity with Treasury Regulation Section 1.150-2 of the United States Treasury Department. (c) The proposed maturity of the serial bonds authorized by this resolution will exceed five (5) years. (d) The Town Board and the Town have complied in every respect with applicable Federal, State and Local Laws regarding environmental matters and the Town Board, acting in the role of Lead Agency, pursuant to State Environmental Quality Review Act (hereinafter sometimes called "SEQRA"), has given due consideration of the impact that the Project may have up on the environment and, on the basis of said consideration, has heretofore found and determined that that the Project is a Type I Action and that no significant adverse environmental impact will be caused thereby and, in connection therewith, the duly processed Negative Declaration and/or other applicable documentation has been heretofore issued and filed in the office of the Town Clerk. Section 4. Each of the bonds authorized by this resolution and any bond anticipation notes issued in anticipation of said bonds shall contain the recital of validity prescribed by Section 52.00 of the Law and said bonds, and any notes issued in anticipation said bonds, shall be general obligations of the Town, payable as to both principal and interest by a general tax upon all the taxable real property within the Town without limitation as to rate or amount. The faith and credit of the Town are hereby irrevocably pledged to the punctual payment of the principal of and interest on said bonds and any notes issued in anticipation of the sale of said bonds and provision shall be made annually in the budget of the Town by appropriation for (a) the amortization and redemption of the bonds and any notes issued in anticipation thereof to mature in such year and (b) the payment of interest to be due and payable in such year. Section 5. Subject to the provisions of this resolution and of the Law and pursuant to the provisions of Section 21.00 relative to the authorization of the issuance of bonds having substantially level or declining annual debt service, Section 30.00 relative to the authorization of the issuance of bond anticipation notes, and Section 50.00 and Sections 56.00 to 60.00 of the Law, the powers and duties of the Town Board relative to authorizing bond anticipation notes and prescribing their terms, form and contents and as to the sale and issuance of the bonds herein authorized, and any other bonds heretofore or hereafter authorized, and of any bond anticipation notes issued in anticipation of said bonds, and the renewals of said bond anticipation notes, are hereby delegated to the Supervisor, the chief fiscal officer of the Town. 0 Section 6. The validity of the bonds authorized by this resolution, and of any notes issued in anticipation of said bonds, may be contested only if: (a) such obligations are authorized for an object or purpose for which the Town is not authorized to expend money, or (b) the provisions of law which should be complied with at the date of the publication of such resolution, or a summary thereof, are not substantially complied with, and an action, suit or proceeding contesting such validity is commenced within twenty days after the date of such publication, or (c) such obligations are authorized in violation of the provisions of the constitution. BE IT FURTHER RESOLVED BY THE TOWN BOARD OF THE TOWN OF SOUTHOLD, IN THE COUNTY OF SUFFOLK, NEW YORK, AS FOLLOWS: The Town Clerk is hereby directed to publish the foregoing bond resolution, in summary, in the "SUFFOLK TIMES," a newspaper published in Mattituck, in the Town of - Southold, New York, and having a general circulation in said Town, which newspaper is hereby designated as the official newspaper of the Town for such publication, together with the Town Clerk's statutory notice in the form prescribed by Section 81.00 of the Local Finance Law of the State of New York. This resolution shall take effect immediately. Elizabeth A. Neville Southold Town Clerk W rlL ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0 SO(/ryo� CA a��00UNT1,� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL Mr. Clifford R. Rudolph Frendolph Construction Corp. 399 Route 109 West Babylon, NY 11704 Dear Mr. Clifford R. Rudolph Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Robbins & Cowan Inc. for the General Contracting Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Enc. lmb Very truly yours, Elizabeth A. Neville Southold Town Clerk 0 0 THE AMERICAN INSTITUTE OF ARCHITECTS 0 AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we FRENDOLPH CONSTRUCTION CORP. 399 Farmingdale Road Mere msen lull name and address or legal tide al Contnctod West Babylon, NY 11704 as Principal, hereinafter called the Principal, and ARCH INSURANCE COMPANY 55 Madison Avenue (Here insert full name and address or legal title of Surety) Morristown, NJ 07962 a corporation duly organized under the laws of the State of MO as Surety, hereinafter called the Surety, are held and firmly bound unto TOWN OF S(Here insert foll name and addi or legal tide ul Owner) Southold, NYY 11971 11971 as Obligee, hereinafter called the Obligee, in the sum of Five percent of amount bid. Dollars (S 5% of Amount Bid ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of project) Southold Town Landfill - Transfer Station & Residential Drop -Off General Construction NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another parry to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 14th day of April 2005 AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED r THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 i Arch • Insurance Group IMPORTANT NOTICE CONCERNING THE TERRORISM RISK INSURANCE ACT OF 2002 The Terrorism Risk Insurance Act of 2002 establishes a mechanism by which the federal government will share, with the insurance industry, in losses arising out of "acts of terrorism" certified as such by the Secretary of the Treasury. "Certified acts of terrorism" are defined as events that cause more than $5 million in losses and: 1. Are violent or dangerous to human life, property, or the infrastructure; 2. Result in damage within the United States, on a United States mission, or to a United States aircraft or vessel; and 3. Are committed by individuals, acting on behalf of foreign persons or interests, as part of an effort to coerce the civilian population of the United States or to influence the policies or conduct of the United States Government. The Act specifies that coverage for "certified acts of terrorism" must be made available in commercial property and casualty policies of insurance, and it requires insurers to disclose any applicable premium charges and the federal share of compensation. We are making these disclosures in strict compliance with the Act. Disclosure of Availability of Coverage for Terrorism Losses Coverage for losses resulting from "certified acts of terrorism" is being made available to you on terms, amounts, and limitations generally applicable to losses resulting from perils other than acts of terrorism. Disclosure of Federal Share of Compensation for Terrorism Losses The federal government will pay a 90% share of an insurer's terrorism losses once the insurer has satisfied a significant aggregate annual deductible. For terrorism losses occurring in 2002, that deductible is 1% of the insurer's 2001 direct earned premium. For losses occurring in 2003, 2004 and 2005, the annual insurer deductibles are 7%, 10% and 15% of the prior year's direct earned premium, respectively. The Act provides that neither insurers nor the federal government are responsible for losses associated with "certified acts of terrorism" once aggregate annual insured losses exceed $100 billion. Disclosure of Terrorism Insurance Premium Your Bond premium charge for "certified acts of terrorism" coverage is $ Q. SR 80 37 (Ed. 11 02) Page 1 of 1 Printed in U.S.A. • POWER OF ATTORNEY • Know All Men By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal office in Kansas City, Missouri (hereinafter referred to as the "Company") does hereby appoint Gerard Macholz, Thomas Bean, Susan Ravid, Mary Alice J. Corbett, Rita Sagistano, Robert T. Pearson, Susan Lupski, Camille Maitland, Grace Ackerson and Jeanne Garguilo of Uniondale, NY (EACH) its true and lawful Attorneys) -in -Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds and undertakings EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver bonds or undertakings that guarantee the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond Within the dollar limit of authority as set forth herein. The Company may revoke this appointment at any time The execution of such bonds and undertakings in pursuance of these presents shall be as.binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Kansas City, Missouri. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on March 3, 2003, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attomeys-in-fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on March 3, 2003: VOTED, That the signature of the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on March 3, 2003, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. 00ML0013 00 03 03 Page 1 of 2 Printed in U.S.A. ACKNWEDOMENT OF PRINCIPAL - IFA CORPORATION STATE .... ss COUNTY OF .sax ........... On this ........... 9 ............... day of ......... .aPRII.......................... �'..... before me personalty appeared ,,,_...CLIFFORD R. RUDOLRI ............ to be known, who, being by me duly sworn, did depose and. say; that he/she resides at ...::.......... St1FFGLK (X1tN!Y,.!E11 YOpc...... ........................... I ....... ............. ..., that he/she Is the ...PRESIDENF President of i.....FRRC0IPH.CaCTRUMCN CORPORATION ........................................................... the corporation described in and which executed the within insurance instrument; that he/she knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that Is was so affixed by the . Board of Directors of said corporation; and that he/she signed his/her name thereto by like order. �. ACKNOWLEDGMENT OF PR AL - IF INDMDUAL OA FIRM JOHNA L RUDOLPH STATE OF ........................ 1 NOTARY PUBLIC, STATE OF NEW YORK. COUNTY OF ..................... j ss odRuossno Qualified in Suffolk County, 4 Commission Expires May 6, -=Lz- On this ................................. day of ..................................................... before me personally appeared ..................................................................................... to me know to be (the individual) (one of the firm) of ........... ....................... ............................... described in and who executed.the within instrument and he/she thereupon acknowledged to me that he/she executed the same (as the act and deed of said firm). ACKNOWLEDGMENT OF SURETY COMPANY STATE OF.. HY.X9RK COUNTY OF ..NAssnu......... } ss On this .. .... AFRILJ4.0.,..2.005........... before me personally came ....... TH ..B ......EM ................................ to me known, who, being by me duly sworn, did depose and say; that he/she resides in State of ......... ..... YOR . �4UpFQLR COUNTY NEW YORK that he/she Is the Attomey-in-Fact of the ...... I....... nxcg. uisunaxeE.COMANx the corporation described In which executed the above instrument; that he/she knows the seat of said corporation; that the seal affixed to said instrument is such corporate seal; that Is was so affixed by the Board of Directors of said corporation; and that he/she signed his/her name thereto by like order; and the affiant did further depose and say that the Superintendent of Insurance of the State of New York, has, pursuant to Section 1111 of the Insurance Law of the State of New York, Issued to .................axoN iNFW.Cs, coNFAMY.........................:....... (Surety) his/her certificate of qualification evidencing the qualification of said Compaq Its su srfcy der any law of the State of New York as surety and guarantor, and the propriety of epting an't4oproving it a such; and that such certificate has not been revoked. � ......., T ........................................ ..... Notary Public ra•n r°p�sena wp 11101 wa NY wtmowtodgemem �oM�rsliNriw oswal e"MISSlon E:PIMJ*"T4,� ARCH INSURANCE COMPANY STATEMENT OF FINANCIAL CONDITION December 31, 2003 Assets Cash in Banks $ 36,443,173 Bonds owned 303,858,238 Stocks— 133;529;418 ................................. Premiums in course of collection 105,273,338 Accrued interest and other assets 72,742,409 Total Assets $ 651,846,574 Liabilities Reserve for losses and adjustment expenses $ 147,594,286 Reserve for unearned premiums 93,812,312 Reserve for taxes, expenses and other liabilities 161,010,525 Total Liabilities 402,417,123 Surplus as regards policyholders 249,429,451 Total Surplus and Liabil By: g ; I 'L Attest: Vice President and Cor State of New York ) SS City of New York ) $ 651,846,574 Senior Vice Presl nt, Secretary and General Counsel Ramin Tarax and Martin Nilsen, being duly sworn, say that they are Vice President and Controller and Senior Vice President, Secretary and General Counsel, respectively, of ARCH INSURANCE COMPANY a Missouri corporation; and that the foregoing is a true and correct statement of financial condition of said company, as of December 31, 2003. Subscribed and swom to before me, thisA77 d y of March, 2004 Notary Public mAmNoKAKI N*wryPvtk a 4f- wlbdc No o28ut7y6*0 1 Aomm 6Migt m May, 31'." �t ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER SOUIyo`�y CA l�COUNV OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. David Wenger L.D. Wenger Construction Co., hlc. 770 Railroad Avenue West Babylon, NY 11704 Dear Mr. David Wenger Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown. northfork. net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Robbins & Cowan hlc. for the General Contracting Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, Elizabeth A. Neville Southold Town Clerk Enc. lmb r • ALUNERICA FINANCIAL The Hanover Insurance Company Citizens Insurance Company Massachusetts Bay Insurance Company of America CITIZENS INSURANCE 440 Lincoln Street 645 West Grand River HANOVER INSURANCE" Worcester, MA 01653 Howell, Ml 48843 THE AMERICAN INSTITUTE OF ARCHITECTS BID BOND AIA DOCUMENTA310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we L,D. Wenger Construction Co., Inc. 770 Railroad Ave. West Babylon, NY 11704 as Principal, hereinafter called the Principal, and THE HANOVER INSURANCE COMPANY, a corporation organized under the laws of the State of New Hampshire, and/or MASSACHUSETTS BAY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Hampshire, as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Rd. Southold, NY 11971 as Obligee, hereinafter called the Obligee, in the sum of FIVE Percent of the attached bid************ Dollars ($ 5%**** for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Town Landfill -Transfer Station and Residential Drop Off. NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15th day of April, 2005. L.D. Wenger Construction Co., Inc. (Witness) Lf TIH ANOVER INSURANCE COMPANY (Atto ey-in-Fact) (Seal) MASSACHUSETTS BAY INSURANCE COMPANY (Witness) (Attorney -in -Fact) AIA DOCUMENT A310 • BID BOND • AIA® • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N. W., WASHINGTON, D.C. 20006 141-0055 (10/04) Certified Copy Vold VA"ut Ailmerica Financial Watermark THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, do hereby constitute and appoint Patricia M. Bergsbaken andfor Amanda A. Carosella of Syracuse, NY and each is a true and lawful Attomey(s)-in-fact to sign, execute, seal-, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, or, if the following line be filled in, only within the area therein designated any and all bonds, reoognizances, undertakings, contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations In the United States, - in any amount - And said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as its acts, to execute and acknowledge for and - on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attomeys-in-faci shall be as•. binding upon the Company as ff they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons.' (Adopted October 7,1981 -The Hanover Insurance Company; Adopted April 14, 1992 -Massachusetts. Bay Insurance Company, Adopted September 7, 2001 - Citizens Insurance Company of America) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANYOF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by a Vice President and an Assistant V1�,� ent, this 1" day of February 2005. :v . to ,JVL- _ THE HANOVER INSURANCE COMPANY THE COMMONWEALTH OF COUNTY OF WORCESTER - 1 ) ss. On this 1st day of February 2005, before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insuranoe Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and thele signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. Barbara A. Garlick, Notary Public My Commission Expires November 3, 2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, Nue and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED, That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certlficetion in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001 - Citizens Insurance Company of America ) GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this 15 tbay of April 20 05 Certified Copy Void Without Allmedca Financial Watermark THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZEN INSURANCCE—COMMPP,A�N�Y OF AMERICA �I �C75+XVJ Charles T. Wells, Assistant Yce President FOR PRINCIPAL'S USE ONLY STATE OF COUNTY OF On this came INDIVIDUAL ACKNOWLEDGEMENT Unless a Corporation day of ss: , before me personally to me known and known to me to be the person mentioned and described in and who executed the foregoing and daily acknowledged to me the execution of the samo<' Notary Public CORPORATE ACKNOWLEDGEMENT STATE OF New York ss: COUNTYOF SyFCart-f- On this Zt 9T day of "VL k L- I before me personally came IN -4\ 10 w c, VY\ to me known, who, being by me duly sworn, did dispose and say that he/she resides in COLD SPau f C, kt+4'10,oq ►1J. that he/she is the ?WZ5 10e'� r of the L.D. Wenger Construction Co., Inc. the corporation described in and which executed the above instruments; that he/she knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he/she signed his/her name thereto by like order. P-- Clalre A. Shanley Notary Public, State of NeWYOtk Notary Public No. 01SH30'2117 Qualified in Sutfz(k County Commission Expires July 30 FOR SURETY USE ONLY SURETY ACKNOWLEDGEMENT STATE OF New York COUNTY OF Onondaga On this 15th day of April ss: 2005 , before me personally came Patricia M. Bergsbaken to me known, who being by me duly sworn, did depose and say that he/she resides in Onondaga County, that he/she is the Attorney-in-fact of The Hanover Insurance Company and the corporation described in and which executed the above instruments; that he/she knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that is was so affixed by other of the Board of Directors of said corporation, and that he/she signed his/her name thereto by like order. 6842415 (9101) Hde�y PuWI. Steffi New Kad1 ID No. O1CAB064ea8o . 12110004 • ALLMERICA FINANCIAL® 440 Lincoln Street HANOVER INSURANCE® The Hanover Insurance Company Worcester, MA 01653 Financial Statement The Hanover Insurance Company Bedford, New Hampshire FINANCIAL STATEMENT AS OF DECEMBER 31, 2004 ASSETS 2004 Cash in Banks (Including Short -Term Investments) ................................................ $ (12,004,929) Bonds and Stocks.................................................................................................. 2,709,713,325 Other Admitted Assets.......................................................................................... 750,851,089 Total Admitted Assets........................................................................ 3,448,559,485 LIABILITIES, CAPITAL AND SURPLUS Reserve for Unearned Premiums........................................................................... $ 650,770,693 Reserve for Loss and Loss Expense........................................................................ 1,473,942,273 Reserve for Taxes.................................................................................................. 18,636,548 Funds held under reinsurance treaties................................................................... 17,004,751 Reserve for all other Liabilities.............................................................................. 189,393,687 Capital Stock — $1.00 par ......................................... $ 5,000,000 Net Surplus............................................................ 1,093,811,533 Policyholders' Surplus........................................................................................... 1,098,811,533 Total Liabilities, Capital and Surplus..................................................................... 3,448,559,485 COMMONWEALTH OF MASSACHUSETTS1 I ss COUNTY OF WORCESTER John R. Larson, Asst. Treasurer of The Hanover Insurance Company, being duly sworn deposes and says that he is the above described officer of said Company, and certifies that the foregoing statement is a true statement of the condition and affairs of the said Company on December 31, 2004. JOHN R. LARSON Asst. Treasurer 111-0193 (3/05) 0 ALLMERICA4P FINANCIAL* 0 Policyholder Disclosure Notice of Terrorism Insurance Coverage The Terrorism Fisk Insurance Act of 2002 established a program within the Department of the Treasury, under which the Federal government shares, with the insurance industry, the risk of loss from future terrorist attacks. The Act applies when the Secretary of the Treasury certifies that an event meets the definition of an act of terrorism. The Act provides that, to be certified, an act of terrorism must cause losses of at least five million dollars and must have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest to coerce the government or population of the United States. The Federal share of compensation under this Program is equal to 90% of covered insured losses in excess of the deductible paid by us under this Program. In accordance with the Terrorism Risk Insurance Act of 2002, we are required to offer you coverage for losses resulting from an act of terrorism that is certified under the Federal program. The law also requires us to disclose to you the premium charge associated with the expanded terrorism coverage. At this time we have waived any premium associated with this program for our policyholders. So, the cost under your policy is zero. Any questions concerning your policy and this coverage should be directed to your agent. Thank you for doing business with our companies. Z W (1/O)) 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OF SOUryo� N% OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. Robert Terry Terry Contracting & Materials, Inc. 850 W. Main Street Riverhead, NY 11901 Dear Mr. Robert Terry Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Robbins & Cowan Inc. for the General Contracting Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, Elizabeth A. Neville Southold Town Clerk Enc. lmb THE AMERIWN INSTITUTE OF A rHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS that We TERRY CONTRACTING & MATERIALS, INC. 850 W. MAIN STREET, RIVERHEAD, NY 11901 as Principal, hereinafter called the Principal and BOND NO: N/A SAFECO INSURANCE COMPANY OF AMERICA 1200 MACARTHUR BLVD. MAHWAH, NJ 07430 a corporation duly organized under the laws of the State of WASHINGTON as SURETY, hereinafter called the Surety, are held and firmly bound unto TOWN OF SOUTHOLD 53095 MAIN ROAD, SOUTHOLD, NY 11971 as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF AMOUNT BID Dollars ($ 5% OF AMOUNT BED for the payment of which sum well and truly to be made, the said Principal and the said Sure bind ourselves, our heirs,executors, administrators, successors and assigns, jointly and sZV M11y, firmly by these presents. WHEREAS, the Principal has submitted a bid for SOUTHOLD TOWN LANDFILL "TRANSFER STATION AND RESIDENTIAL DROP-OFF" NON, 7211sxEr ORE , it the obilgee Shall accept e bid ot the Principal and the Principal shall enter into a on roc with the obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15TH day of APRIL 19 2005 TERRY CONTRACTING & (Title) (witness) I COMPANY OF AMERICA LORIANN FAY, ATTORNEY-IN-FACT GLENN GLUBIAK, ATTORNEY-IN-FACT AIA DOCUMENT A310 * BID BOND AIA @ * FEBRUARY 1970 ED. THE AMERICAN I N S T I T U T E 0 P' A' RC H I T E CT S, 1735 N.Y., N.W., WASMNGTON, D.C. 20006 ACKNOWLEDGMENT OF CONTRACTORIPRINCIPAL IF A CORPORATION STATE OF NEW YORK NTY i COUOF �Of!'O I Ft SS.: On the(6 day of ! Z-lJ�'` in the year �, before me personally tame ' ` a 6 oT C ' 6 llep I/to we known, who being by me duly mom, did depose and any that he resides in 5 0 U) NAM pT0 � N ,1 I , that he is the ?R6-9 ) nc of ofT��ti coni �2�gcTi�l� l IATfr 'Ate Vii-. cotporadcu described in and which executed the above inatrument; and that he signed his name thereto by authority of the board of directors of said corporation. JULIA A. McCLAVE NOTARY PUBLIC STATE OF NEW YORK (/J No. 01MC6055936 "- Certified in Suffolk County I NOTARY PUBLIC Commission Expires 03.12-20 ACKNOWLEDGMENT OF SURETY STATE OF NEW YORK ) SS.: COUNTY OF SUFFOLK ) On the 15TH day of APRIL in the year 200$ before me personally came GLENN GLUBIAK to me known, who, being duly sworn, did depose and say that he resides at COMMACK, NEW YORK that he the Attomey-In-Fact of SAFECO INSURANCE COMPANY OF AMERICA the corporation described in and which executed the above instrument; and that he signed his name thereto by ' of the board of directors of said corporation JENNI.ERSPADARO OTA3 Y M7BLIC � 7--�jotary Public State of New York r Ne.01SP5017514 Qualified in Suffolk County Commission Expires Sept 7 0 0 S A F E C O' POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA 7 OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 10575 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington CUrporadw, does each hereby appoint uur+- "'"'"'ROBERT MASTRANTONIOI GLENN GLUSIAKI JENNIFER SPADARO; LORIANN FAY; Haupwgge, New York"""""+"+""'+"+r"rrrr. IIs true and lawful attomeylaDkl-fact, with fuN authority to execute on Its behalf fidelity and surety bonds or undertakings and oder dodumenta of a similar Cherectar Issued M the course of its business, and to bind ace respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and aaested these presents this SECRETARY day of Novambw 1003 CERTIFICATE Extract from the By -Laws of SAFEC* INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: PRESIDENT 'ArWe V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vic$ President, lea Secretary, and any Asaldant Vice President appointed for dw purpose by tive officer In charge of surety operallons, shall each have wOwdty to appoint Individuals as allomeys-in-fact or under other appmpricte INes With aul ortly to execute on behalf of 11ve company fidelity and =rely bonds and Other documents of similar character issued by 1118 company in the coupe W its bualneaa.. On any kvetrument making or evidencing won appomknent. live d Natures may be affixed by f rmimtie. On any Instrument wnfening such mdw ft or on any bond Or undertaking of the company, the sed, or a fecaimlle thereof, may be impressed or afibned or in any other manner reproduced: provided, however, that the sed shall not be necessary to the validity of any such instrument or undedekig.' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adapted July Za, 1970. 'On any CertiNcate executed by the Secretary or an assistant secretary of the Company setting oat, (1) The provisions of Article V, Section 13 of the By -Lew,, and (0) A copy of the power-ofati m ry sppohrtmenL executed pursuant thereto, and (IN) Certifying mat Neto pOWer-01-81b"Y appointment Is In full force and eNacL the signature of the certifykg officer may be by facslmile, and the seal of the Company may be a facsimile greraW.' 1, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA end of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify mat the foregoing extracts of tha By -Laws and of a RSWUU n M the Boats of Directors of these corporations, and M a Paver of Attorney Issued W want thereto, are true and comect, and that bath the By -Laws, the Resolution and the Power of Atlomey are =1 In NII force and affect. IN WITNESS WHEREOF, I have hereunto sat my hand and affixed the lemmlle seal of said corporation SEAL S-0974/SAEF VOI this 15TH day of APRIL , 2005 CHRISTINE MEAD, SECRETARY OA reglalared trademark of SAFECO CoMohadot 11/11/2003 POF E Safeco 0 SAFECO INSURANCE COMPANY OF AMERICA FINANCIAL STATEMENT —DECEMBER 31, 2004 Assets S 710,499,599 Cash and Bank Deposits ..................................... $ (52,492,321) 'Bonds — U.S Government .......................................... .251,982,058 'Other Bonds........................................................... 2,582,533,516 'Stocks ........... ........................... ............... _............. 444,878,607 RealEstate............................................................... 9,485,908 Agents' Balances or Uncollected Premiums .................367,916,616 440A28.802 Accrued interest and Reno; .................................... 39,230,044 Other Admitted Assets ........................................... 142.067.106 Total Admitted Assets ... 113+ac_6ptAM SEAL Liabilities Unearned Premiums .............................................. S 710,499,599 Reserve for Claims and Claims Expense ... ................ 1,590,324,590 Funds Held Under Reinsurance Treaties ............... 114,417 Reserve for Dividends to Policyholders ...............................836,898 Additional Statutory Reserve ................................ _ Reserve for Commissions, Taxes and Other Liabilities .............................................. 440A28.802 Total ...... ___ .._................_._........... $2,742,204,306 Capital Stock ............................. S 5,000,000 Paid in Surplus ................................ 233,187,958 Unassigned Surplus ................... 805.209.270 Surplus to Policyholders_...,--._...,....-- 1.043397.228 Total Liabilities and Surplus ....... ' Bonds are stated st amortized or investment value; Stocks at Association Market Values. Securities carried at 5153,000.775 are deposited as required by law. 1, MICHAEL C. PETERS, president of SAFECO Insurance Company, do hereby certify that the foregoing is a tme, and correct statement of the Assets and Liabilities of said Corporation, as of December 31, 2004, to the best of my knowledge and belief. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Corporation at Seattle, Washington, this Ist day of March, 2005. President s1 28U 9M onn9�1na *ms WCamo� i EXHIBIT B • IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, First National insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance". This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula, the United States government pays 90% of Iesses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a S 100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. 54248 Z�J ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER • OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr Edward P. Galvin Galvin Bros., Inc. 149 Steambost Road Great Neck, NY 11024 Dear Mr Edward P. Galvin: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Robbins & Cowan Inc. for the General Contracting Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, Elizabeth A. Neville Southold Town Clerk Enc. lmb BID BOND Conforms with The American Institute of Architects, A.I.A. Document No. A-310 KNOW ALL BY THESE PRESENTS, That we, Galvin Bros., Inc., 149 Steamboat Rd. Great Neck, NY 11024 as Principal, hereinafter called the Principal, and the Safeco Insurance Company of America of 1200 MacArthur Blvd., Mahwah, NJ 07430 a corporation duly organized under the laws of the State of WASHINGTON as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold as Obligee, hereinafter called the Obligee, in the sum of Five Percent of amt bid ------------------------------------------------------------ Dollars ($ 5% of amt bid ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Transfer Station and Residential Drop -Off Southold Town Landfill - Contract A - General Construction NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 21 st day of April 2005 Galvin Bros., Inc., 149 Steamboat Rd., Gr a Njjick, NY 1 0 4 (Seal) Principal Witness - 1,,V1 t �8tdP_ra-g'itle ff Safeco IgEurance Company of America ' witness Robert W. O'Kane Attomey-in-Fact IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE 'ACT OF 2002 As a surety bond customer of one of the. SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, First National Insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance". This means that under certain circumstances we maybe eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula, the United States government pays 90% of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes governing the terms of this bond or any generally applicable rules of law. 4t this time there is no premium change resulting from this Act. 48 2/03 L 0 ACKNOWLEGEMENT OF PRINCIPAL, OF A CORPORATION STATE OF U) COUNTY OF 925,4 LL - ss: On this A) S day of came ,, ct�bDjbefore me personally me known, who, being by me duly sworn did de and say that he resides at I.i that he is theof G the corporation described in and which executed the foregoing instrument; that he knows the seal of said corporation: that one of the seals affixed to the foregoing instrument is such seal; that it was an affixed by order of the board of directors of said corporation; and that he signed his name thereto by like order. STATE OF New ynrk ss: COUNTY OF Nassau Notary Publi MAUREEN T. CONFORTIN Notary Public. State of New York No. 01C04850066 Qualified in Suffolk County Commission Expires January 201 On this 21st day of April I, 2005. before me personally came Robert W. O'Kane to me known, who, being by me duly sworn, did depose and say that he is an Attomey-in-Fact of Safeco Insurance Company of America the corporation described in and which executed the within instrument; that he knows the corporate seal of said corporation; that the seal affixed to the within instrument is such corporate seal, and that he signed and said instrument and affixed the said seal as Attorney -In -Fact by authority of the Board of Directors of said corporation and by authority of this office under the Standing Resolutions thereof. ELIZABETH A. NEVILLE. NOTARY PUBLIC State of New York No. 01 NE4968590 Certified in Nassau County My commissior,e"ion Expires July 2,;1006 Notary Public S A F E C O** POWER OINSURANCECOMPANY OFAMERICA INSURANCE COMPANY OF AMERICA / OFATTORNEY HOMEOFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 12400 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint '"•""""*"""•«"'••••"****•"ROBERT KEMPNER; ROBERT W. OXANE; JOSEPH SFORZO; Plainview, New York*•"'"••«+«ssssssrsws+«««ssss«r«w+.« its true and lawful attomey(s}in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 14th day of June , 2004 CHRISTINE MEAD, SECRETARY MIKE MP_<D7�,V� CA, CGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character Issued by the company in the course of its business... On any Instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking.' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the powerof-attomey appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." 1, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this SEAL lel 141 t;Tf i' S-09741SAEF 2101 21St day of April , 2005 CHRISTINE MEAD, SECRETARY ® A registered trademark of SAFECO Corporation 06(74/2004 PDF SAFECG* Assets Cash and Bank Deposits ........................... SAFECO INSURANCE COMPANY OF AMERICA FINANCIAL STATEMENT — DECEMBER 31, 2003 $ (41,129,046) *Bonds — U.S Government ................................. 191,611,176 *Other Bonds ....................................................... 2,268,566,075 *Stocks................................................................ 456,062,250 RealEstate......................................................... 12,440,327 Agents' Balances or Uncollected Premiums........ 332,460,470 Accrued Interest and Rents ................................. 35,146,561 Other Admitted Assets ........................................ 163.785.853 Total Admitted SEAL Liabilities Unearned Premiums .......................................... $ 662,746,717 Reserve for Claims and Claims Expense .................1,560,406,318 Funds Held Under Reinsurance Treaties ........... 577,176 Reserve for Dividends to Policyholders ......................... 1,168,869 Additional Statutory Reserve ............................ _ Reserve for Commissions, Taxes and Other Liabilities ........................................... 375.568,628 Total ........................................................ $2,600,467,708 Capital Stock .......................... $ 5,000,000 Paid in Surplus..............................227,306,484 Unassigned Surplus ................. 586.169.474 Surplus to Policyholders .......................... 818.475.958 Total Liabilities and Surplus ........................... $3.418.943.666 * Bonds are stated at amortized or investment value; Stocks at Association Market Values. Securities carried at $113,865,629 are deposited as required by law. I, MICHAEL C. PETERS, president of SAFECO National Insurance Company, do hereby certify that the foregoing is a true, and correct statement of the Assets and Liabilities of said Corporation, as of December 31, 2003, to the best of my knowledge and belief IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Corporation at Seattle, Washington, this Ist day of March, 2004. President SA262a 3/02 ® A registered trademark of SAFECO Coipomfim ELIZABETH A. NEVILLE pf SOUryo hO 1p TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER N FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. James F. Lefferts Newborn Construction Inc. 61 Clinton Street Center Moriches, NY 11934 Dear Mr. James F. Lefferts: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Robbins & Cowan Inc. for the General Contracting Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, Elizabeth A. Neville Southold Town Clerk Enc. lmb 0 iAaL INSURANCE A SURETY ® XL Specialty Insurance Company ❑ XL Reinsurance America Inc. ❑ Greenwich Insurance Company 0 BID BOND XL Surety 25 Independence Blvd. Suite 402 Warren, New Jersey 07059 KNOW ALL MEN BY THESE PRESENTS: That we Newborn Construction. Inc. (hereinafter called the Principal), and XL Specialty Insurance Company, a corporation duly organized and existing under the laws of the State of Delaware , (hereinafter called the Surety), are held and firmly bound unto Town of Southold (hereinafter called the Obligee) in the sum of Five Percent of Bid Amount Dollars ($ 5% of bid amount) , lawful money of the United States of America, for the payment of which, well and truly be made, we, the said Principal and the said Surety, bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. Whereas, the Principal has submitted a bid for Southold Town Landfill - Transfer Station and Residential Droo Off.. Now, Therefore, If the Obligee shall accept the bid of the Principal within the period specified therein, or if no period be specified, within sixty (60) days after opening, and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, then this obligation is to be void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between the amount of the bid of said Principal and the amount for which the Obligee legally contracts with another party to perform the work if the latter amount be in excess of the former, but in event shall liability hereunder exceed the penal sum hereof. Signed, sealed and delivered this 141h day of April, 20 05. (Witness) Danielle Librandi, (Witness) SB -0101 (rev. 11/03) Newborn Construction, Inc (Principal) (Seal) Bymes . Lefferts / President XL cialty Insurance Company (Surety) ; , , / (Sea!) B)f Theresa A. Haugland , Attorney-irl FORM OF BID BOND AMNOWLEDOMENT OF Surety STAB OF New York ) ) ss.: COUNTyOF Suffolk ) On this 14th day of April 2005 before me personally Came Theresa A. Hauoand to me known, who, being by me duly swam, did depose and say that he resides at 32 Hemlock Lane, Bay Shore, New York that he is the Attorney -in -Fact of XL Specialty Insurance Com ap n+ _ the corporation described in and which executed the foregoing instrument: that he knows the seal of said corporation; that one of the seals affixed to said insttumeot is such seal; that it was so affixed by order of the directors of said corporation, and that he signed his name thereto by like order. JEANINE GOLDFARB Notary Public, State Of New York No. 01 GO6044821 Qualified In Suffolk County ammission Expires July 10, 200e, FBB-4 CORPORATE ACKNOWLEDGEMENT STATE OF NEW YORK r SS COUNTY OF SUFFOLK an lhls 141h day of April in the year 2005before me , Notary PubDo, parsonialiy came James F. Lefforts , to me (mown, who, being by me duly sworn, did depose and say the herasideset2Buoy Lane, West Islip, NY ;thatheitthe President of Newborn Construction, Inc. the corporation described in and which executed ft aboVe instrument; that he knows the seat of sald corporation, ihat the seal affixed to said Instrument is such corporate seal; that it Wae no affixed by authority of the board of directors of said corporation, and that he signed his name thereto by like authority_ IN WITNESS WHEP.EOF, t have hereunto setmy hond and affixed my Official Seal. the day and year first above written. Jennie E. Steward Notary Public, State of New York No 01ST5070606 ! CommissionlitlExpirees December 21,20,& My Commission expires NOfar/ Publ" , idEng at• (SEAL) i, # - '- w�„ THIS IS NW AWND I#JMB� MITtD Pk1NER OFATTgR�I�'Y' , XLS 1 , �"� 12'4h41i� LcrytaGV lii C M If�Y 71{ES P ESENT5: Tnat �mya 1d. SPECIAI ry.INSUOACE COMPANY, aCo po a0 a tp and existing by virtue of the laws of thaSta#e of rYeknvare {" dMpatay'; or"Z rpbnafbn'k with offices at 20 i"dePeritfenca Blvd.: Sur*,!pt Wdrren New Jersey, OTC dd¢a. Kw4by nominate, s -apppmt,'tit3bett Cs' Sill, . Theresa A. Haug7end -`.. • _ , i ite�i'riie ahjFjta*fet lkdbrney(s}-fi4act to make, eK9sllta: stile seaf ind del)4�f'#pr and 4n Its behaN q slfroly. andas Its act and dead, where r¢gU1ted, any" ell bon $, urwor aldngs, reppgnizPnoss and written obligations inj(he nature thereof, ini,panel sum of rro tttrepR.w fvls many.vers to exceed $UNLIMITED.00, Such bonds apd kings, wh¢rIAuly executed by the aforesaid AtfdrneAs} 6-fikUshaW.bebinding upon th sa(d Compsny esWily and b the same ertteM as flsrxfi bonds and ui 0d TO �i "gs ware signed by the Presk(¢nt;and Secretary of Cdpipan seated with h'8' fporate peaL This Power of Aftomey is granted apdis sigped by facstm le undeP andby tri¢ authority, of the following Resolution adopted by fhd Boa plrectors of the Company on fife 5th day of December, tOSS: s ss id' ` .f 'EtEPOLVED.1TW the President orally Vrd#'J'_(Jatijem of me C0T gty or any perstin deelptdted 4Yi'1dy'Ena of them is haragy_a4 jho(Ixad aS ezeoutei Few otNt rtey: d4lalifying the attdmey named in thegtven P¢A argt ARomaY to exeau a m behalf of tt ¢Cappanyz ¢pp;[{ y ndertaki gs and ant ep[dbI of ame"Irlp, apo theirghT SRoreW"r any,ICasi tent SePretary of ina t_Afnparty 6e, snd diet eriph or env 4f tnr}iN hstia6y is auffrhrRddCto atteetttre execudMof'arry such Power of Attorhey, atd ta:. a , hgthareto the Seal of the Company.- L fURT(♦bj'FtTtSOLVEfF'That 3}re signature Msuch'.o#finers andts3eai of the Corpbany n}}jy be affbtedt6any such Power ol'Atmirj'e�9rroany certMdat ;reladag giatatn bytaeafinita, and errysush Pbwer.of Aaorneyw ceahcets beaMhp9uCh facsimita 5 atui'¢9 or facsimile seal shall be thereaftervalld and binding upon the Company with II rebpaatw`anybond. dndertaltingor;contract`bfsuretyship to wFdf ki Is attached.' . t3 exba'ufed under this Qower of Altomay may b8 a ecuted under facsiptjfa signature and seal pu'ts(iant taihfitollowing Resolugon adapted by the Board of Directotl; of ti4e ' GompanY on August T. lgg7„- I,`' iSOLVED, Thatthe signature of John P. Hytand,'as VIPs Presldettt of fhts Corporadan andtha seat,aftlYsCorporatwn may 4e affixed or printed on any and ab borrdg,, utldeitaklogs, rePogliY oes. fir other wntte lops there, otj, ly ra4ocatlon of any PpyaE,( of.1}tFpfnaq, gr on any darhilcata rela6rig thereto, by facslmJe, ndany ' i§tWer of Atarin tit ryraym tion oI any P r f'Fttantey, Wrr3s,;Ptndertakings, redognizantes tprtificata or other wrttien obligadon, bearing such facsimit¢ aigreaxe - •'� or:(acalmit. sea, shalt be valid and bindmg uporifkie Corporation.i ' ”' IN WOES$ WHEREOF, the)(L SPECIALTY INSURANCE COMPANY has caused Its corporate seat to<be hereunto affixe1 01 and these presents to be signed by its duly aumonzed,officers this March 11th'; 2005. XL SPECIALTY INSURANCE COMPANY BY VICE PRESIDENT:'. STATE OF DELAWARE. COUNTY 00'NEWCASTLE Attest: SECRETARY On this flth day, of March; 2000,, before me personally came Jdhn P, Hyland to me known, who, being duly5worn, did depose and say: that he is Vice Presid"tofthe Corporation described inandwhich exeeated tneabove Instrument; that he knows the seal of said Corporation; that the seal affixed to the a$orwa#d. Instrument is such corporat9:sea1 and was ed therelid 4 order and edfhorpy-Pf the, Board of Directors of said Company; and mat he executed the sad Instrument by like order, I _ P YL STATE OF NEW JERSEY COUNTYOfi3E GEN I, Sea M. tlaneta, Sepratary of the XL SPECIALTY #NS1JRAp#CE COMPANY a corporation of thaSta coneCtgopyof POwef dfAtlorney Issued. bysaid Corrpanyi,art nt i have compared same vnth�tl% original and that me said Powee of Attorney is sOk In full torr a" effect and has not been revoked. IN WITNE5S WHfiREOf,.I have hereunto set my hand andalOxed the seal of said Company, aft .ti t} dl'1!`11.. •,t..' This Power of Attorney may not be used to execute any NOTARY PUBLIC laware, do hereby certify that the aboveand forgoing Is a fuli, true and and that 11 Is a correct transcript therefrom and of the whole'of Bre Assets: Bonds Stocks Cash and short-term investments Total Invested.. Assets XL SPECIALTY INSURANCE'. COMPANY STATUTORY STATEMENT OF ADMITTED ASSETS, LIABILITIES, CAPITAL AND SURPLUS December 31, 2004 Liabilities: 326,729,210 Loss & loss adjustment expenses. 37,537,006 Claims payable 158,779;182 Unearned premiums Funds held by company under reinsurance treaties 523,045,398 Omer liabilities. Total Liabilities 110,148;182 6,447,340 24,026,734 199,719,585 1$3,070,063 493,411,904 Capital and Surplus: Common capital stock 5,812,500 Agents balances 37,751;325 Gross paid in and contributed surplus 131.798.019 Accrued interest and dividends 2,887,000 Unassigned surplus 2,549,380 Other admitted assets 69,888,080 Total Capital and Surplus 140359,899 Total Admitted Assets 633;57t,803- Total Liabilities, Capital and .Surplus'833,571:803 I, Bryan T. Conley, Assistant Controller of XL Specialty. Insurance Company, (the "Corporation') do hereby certify that to the best of my knowledge and beret, the foregoing is a full and true Statutory Statement of Admitted Assets, Liabilities; Capital and Surplus of the Corporation, as of December 31, 2004, prepared in conformity with accounting practices prescribed or permitted. by the Insurance Department of the State of Delaware. The foregoing. statement should not be as a. Complete statement of financial condition of the Corporation, Such a statement is available upon requestat the Corporation's principle -'.. office located at Seaview House, 70.. Seaview Avenue, Stamford, CT 06902-6040 IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of the Corporation at Stamford, Connecticut. Vice President and Ansi ht. Controller SURETY DISCLOSURE NOTICE CONCERNING FEDERAL TERRORISM RISK INSURANCE ACT You should imow that, effective November 26, 2002, the US Congress enaoted the Terrodsm Risu Insurance Act of 2002 (the "Acyl. Under the Act, any covered losses caused by certified acts of terrorism would be partially reimbursed by the United States under a formula established by federal law. Under this formula, the Untied States pays 90% of covered tenorism losses exceeding the statutorily established deductible paid by the Insurance company providJng the coverage. In accordance with this Act, we are providing this disclosure notice far bonds on which XL Specialty Insurance Company Is the surely. [DISCLOSURE OF PREMIUM The pardon of the bond premium atblbutable to coverage for certified acts of terrorism under the Act is Zero Dollars (".00) 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 11 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. Frederick Ragusa Lynbrook Plumbing & Heating Inc 267 Merrick Road Lynbrook, NY 11563 Dear Mr. Frederick Ragusa: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of W. H. M. Plumbing & Heating, Inc. for the Plumbing Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, aha q.4 Elizabeth A. Neville Southold Town Clerk Enc. Imb THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document M10 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we LYNBROOK PLUMBING & HEATING, INC. (Here insert full name and address or legal title of Cootractod 267 Merrick Road, Lynbrook, New York 11563 as Principal, hereinafter called the Principal, and NOVA CASUALTY COMPANY (Here insert full name and address or legal title of Surety) 180 Oak Street, Buffalo, New York 14203-1610 a corporation duly organized under the laws of the State of New York as Surety, hereinafter called the Surety, are held and firmly bound unto TOWN OF SOUTHOLD (Here insert full name and address or legal tills of Owoen 53095 Main Road, Southold, New York 11971 as Obligee, hereinafter called the Obligee, in the sum of **Five Percent of the Amount Bid** Dollars ($ ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of projecn TRANSFER STATION & RESIDENTIAL DROP-OFF FACILITY CONTRACT 'C' - PLUMBING CONSTRUCTION NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said. bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 19th day of April VX 2005 LYNB OK PLUMBING & HEATING, INC. (%inciwl lSeaU Frederick G. Ragusa (Title) President NOVA CASUALTY COMPANY -- -. I n E. AIA DOCUMENT A310 • BID BOND • AIA S a FEBRUARY 1970 EO • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 0 NOTARY CONTRACTOR'S SIGNATURE MUST BE NOTARIZED. USE EITHER THE INDIVIDUAL, PARTNERSHIP, OR CORPORATION FORM, AS APPROPRIATE. INDIVIDUAL STATE OF NEW YORK ) ) SS.: COUNTY OF ) On this day of . before me personally came to me known and known to me to be the person described in and who executed the foregoing instrument, and he or she acknowledged to me that he or she executed the same. Notary Public STATE OF NEW YORK ) SS.: COUNTY OF ) On this ^ day of before me personally came to me known and known to me to be the person who executed the above instrument, who, being duly sworn by me, did for himself or herself depose and say that he or she is a member of the firm of consisting of himself or herself and and that he or she executed the foregoing instrument in the firm name of had authority to sign same, and did duly acknowledge to me that he or she executed the same as the act and deed of said Cum for the uses and purposes mentioned therein. CORPORATION STATE OF NEW YORK Notary Public ) SS.: COUNTY OF Nassau ^ ) On this ;LO day of / F f 1' 2005, before me personally came Frederick G. Ragusa tome known, who being by me duly sworn, did depose and say that he or she is the President of LYNBROOK PLUMBING & HEATING. INC. the corporation described in and which executed the foregoing instrument, that he or she has been duly authorized by the Board of Directors of said corporation to execute the foregoing instrument on behalf of said corporation and that he or she signed his or her name thereto by order of said corporation for the purposes and uses 7thidescribed. ANGELIQUE BAPTISTE`� Notary Public, State of New York No Public No. 01BA5077652 NAC 5 Qualified in Nassau County Commission Expires May 12,20A 0 0 ACKNOWLEDGMENT OF CORPORATE SURETY STATE OF New York ) ss Rockland County of ) On this 19th day of April 2005 before me appeared Ronald E. Fogliani to me personally known, who being by me duly sworn, did say that he is the aforesaid officer or attorney in fact of the NOVA CASUALTY COMPANY, a corporation; that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by the aforesaid officer, by authority of its Board of Directors; and the aforesaid officer acknowledged said instrument be the free act and deed of said corporation. n r My Commission Expires Notary Public County, JAMES L. SMITH NOTARY PUBLIC, STATE OF NEW YORK NO, 03SM4880171 NCC13 QUALIFIED IN WESTCHESTER COUNTY COMMISSION EXPIRES JAN. 26, 20 0 E NOVA CASUALTY COMPANY Notice From Surety Required By Terrorism Risk Insurance Act of 2002 In accordance with the Terrorism Risk Insurance Act of 2002 (referred to hereinafter as the `Act"), this disclosure notice is provided for surety bonds on which NOVA Casualty Company is Surety. Notice Forms Part of Bond This notice forms part of surety bonds issued by NOVA Casualty Company. Disclosure of Premium The premium attributable to any bond coverage for "Acts of Terrorism" as defined in Section 102 (1) of the Act is zero dollars (SO). Disclosure Of Federal Participation In Payment Of Terrorism Losses The United States will reimburse the issuing Sureties for ninety percent (90%) of any covered losses from terrorists acts certified under the Act exceeding the applicable surety deductible. NCC -SUR -TER -1 (3/03) NOVA NOVA CASUALTY COMPANY 180 Oak Street Buffalo, New York 14203-1610 STATEMENT OF FINANCIAL CONDITION I certify that the following officers have been elected by the Board of Directors of NOVA Casualty Company and still remain in office: NORMANF. ERNST, JR............................................................................ CHRISTOPHER C. HOOVER ..PRESIDENT ...................................................... CRAIG RAPPAPORT SENIOR VICE PRESIDENT, TREASURER ................................................................... WARRENSEIFERT SENIOR VICE PRESIDENT, SECRETARY .................................................................................... GENE WAHLSTROM ........................ VICE PRESIDENT ..................................................................................................... ROBERTL. FRAILEY VICE PRESIDENT .......................................................................................................... VICTOREHRE............................................................................................... VICE PRESIDENT ASSISTANT VICE PRESIDENT WILLIAM MCKENNY....................................................................................... GREGORY O'MAHONY ASSISTANT VICE PRESIDENT ................................................................................. JOHNSEITZ ASSISTANT VICE PRESIDENT ................................................................................................... ASSISTANT VICE PRESIDENT I further certify that the following statement of the Company is true as taken from the records of said Company as of December 31, 2004: ASSETS Cash and Invested Assets Cash...............................................................$ 803.956 Bonds................................................................ 42,373,786 Preferred Stocks ................................................ 82,450 Common Stocks ................................................ 1,698,885 Short Tenn Investments .................................... 9,457,163 Interest & Dividends Due and Accrued .............. . 202.961 $ 54,619,201 Other Assets: Premiums and Agents Balances, Net ..............$ 6,305,120 Receivables from Parent ................................... 6,499,093 Reinsurance Recoverable ................................. 1,433,207 OtherAssets ...................................................... 1,789.747 Guaranty Funds Receivable .............................. 80,790 Equipment Net .................................................. 166.471 Total Admitted Assets .....................................$ 70.893.629 STATE OF NEW YORK COUNTY OF ERIE SS: LIABILITIES AND POLICYHOLDERS SURPLUS Llablittles Losses...............................................................$ 27,182,952 Loss Adjustment Expenses ................................ 2,644,963 Unearned Premiums ........................................... 15,212,800 Taxes, Licenses and Fees .................................. 424,507 Federal Income Taxes ........................................ 363,000 Ceded Reinsurance Premiums ........................... 4,347,466 Other Liabilities................................................... 1.959.829 $ 52,135,517 Policyholders Surplus .......................................$ 18,758,112 Total Liabilities and Policyholders Surplus .......$ $==7%693 629 1, Craig Rappaport, Secretary of NOVA Casualty Company, a New York Corporation, do hereby certity that the foregoing is a full, true and correct copy of the Balance Sheet of said Corporation as of December 31, 2004. In witness whereof, I have hereunto set my hand and affixed the seal of said Corporation at Buffalo, NY this 2P day of February, 2005. c Secretary STATE OF NEW YORK COUNTY OF ERIE I SS: Subscribed and Sworn to before me On this 23'" day of February, 2005 A. ay F4� My -Comrnissl6n Expires September 2 ou N=FIN 2m'. NUM Oak Street Buffalo, New Yorkrk 1 14203-1691 NOVA CASUALTY COMPANY (716) 856-3722 POWER OF ATTORNEY No. 51600 Know all men by these Presents, that the NOVA CASUALTY COMPANY, a corporation of the State of New York, having its principal offices in the City of Buffalo, New York, does make, constitute and appoint *** James L. Smith & Ronald E. Fogliani *** its true and lawful Attomey(s)-in-fact, to make, execute, seal and deliver for and on its behalf, as surety, and as its act and deed, any and all bonds, undertakings and contracts of suretyship, provided that no bond or undertaking or contract of suretyship executed under this authority, shall exceed in amount the sum of *** NOT TO EXCEED Two Hundred Fifty Thousand Dollars ($250,000.00) *** This Power of Attorney is granted and is signed and sealed by,facsimile under and by the authority of, the fol- lowing Resolution adopted by the Board of Directors of NOVA CASUALTY COMPANY at a meeting duty called and held on the 18th day October,': 1993: "RESOLVED that the President, and Vice President, the Secretary or Treasurer, acting indrei_dually or otherwise, be and they hereby are granted the power and authorization to appoint by a Power of Attomeyfor the purposes only of executing and attesting bonds and undertakings, and other writings obligatory in the nature there- of, one or more resident vice-presidents, assistant secretaries and attorney(s)-in-fact, each appointee to have the powers and duties usual to such offices to the business of this company: the signature of such officers and seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company, and any such power so exe- cuted and cedified by facsimile signatures and facsimile seat shalt be valid and bmrlmjupon the Company in the future with respect to any bond or undertaking or other writing obligatory in the nature thereof to which it is attached Any such appointment may. be revoked, for cause, or without cause, a y any of said officers, at any time." In Witness Whereof, the NOVA CASUALTY COMPANY has caused these presents to be signed by its officer undersigned and its, corporate seal to be hereto aff ixed duly attested by its Secretary, this 21st day of October, 1993. Attest: NOVA CASUALTY COMPANY CO9' z� RPORATE 115 Harsha Acharya, Secretary =i Se L _ Norman F. Ernst, President STATE OF NEW YORK 2, �YvoA COUNTY OF ERIE On the 21st day of October, 1993, before me personally came Norman F. Ernst, to me known, who being by me duly sworn, did deposeand say: that he resides in the County of Erie, State of New York-, that he is the President of NOVA CASUALTY COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order, r o��oF NEmn�s STATE OF NEW YORK COUNTY OF ERIE KA R EE"" w !, couR.rvEY ) Kathleen A. Courtney Notary My Commission Public, es July 25,-1994 rn�ur,im,ofnuy`^ CERTIFICATE I the undersigned, duly elected to the office stated below, now the Incumbent in NOVA CASUALTY COMPANY, a New fork Corporation, authorized to make this certificate, DO HEREBY CERTIFY that the foregoing attached Power of Attorney remains in full force and has not been revoked; and furthermore that the Resolution of the Board of Directors, set forth in the Power of Attorney is now in force. Signed and Seated at the City of Buffalo. Dated the 19th day of r April 20 05 �aarw�u�wxa �O�UP Jh4iYO� ay `z :.�RPORATE \z SEAL Christopher C. Hoover, Treasurer .!mnuvmmo;pnmVo�rr, This power is valid only if the power of attorney number printed in the upper right hand corner appears in red. Photocopies, carbon copies or other reproductions are not binding on the company. Inquiries concerning this power of attorney may be directed to the Bond Manager at the Home Office of the Nova Casualty Company. ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr. Robert Balducci Heating & Piping Specialties Corp. PO Box 477 Laurel, NY 11948 Dear Mr. Robert Balducci: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown. northfork. net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of W. H. M. Plumbing & Heating, Inc. for the Plumbing Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, aegoaqwd4 Elizabeth A. Neville Southold Town Clerk Enc. lmb 0 0 Fidelity and Deposit Company HOME OFFICE OF MARYLAND BALTIMORE, MD. 2/203 BID BOND KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned HEATING AND PIPING SPECIALTIES CORP., P.O. BOX 477, LAUREL, NY 11948 as Principal and Fidelity and Deposit Company of Maryland, licensed to do business in the State of New York, as Surety, are hereby held and firmly bound unto TOWN OF SOUTHOLD, 53095 MAIN STREET, SOUTHHOLD, NY 11971 as Obligee in the penal sum of FIVE PERCENT OF THE AMOUNT BID (5%) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Signed this 07TH day of APRIL, 2005. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That, WHEREAS the Principal has submitted to the Obligee a certain Bid, attached hereto and hereby made a part hereof, to enter into a contract in writing, for the SOUTHOLD TOWN LANDFILL - TRANSFER STATION AND RESIDENTIAL DROP- OFF, CONTRACT C - PLUMBING CONSTRUCTION. NOW, THEREFORE, (a) If said Bid shall be rejected, or, in the alternate (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a bond for his faithful performance of said Contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Obligee may accept such bid; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. HEATING AND PIPING SPECIALTIES CORP. Principal witness By: � ID LIT and EPOSIT COMPANY OF MARYLAND Surety witness By�/42: ANTHOV dBUONO, Attorney-in-fact RETY ACKNOWLEDGMENT STATE OF NEW YORK SS: COUNTY OF NASSAU On this 07TH day f R sworn, d d dep sendsay that he resiidesbnfoONOduly HACKENSACK, NEW JERSEY; that he is the tat oe eny fact ofbFIDEL TYeAND DEPOSIT COMPANY OF MARYLAND the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said cor oration, and th his name thereto b like order. NOTARY PUBLIC STAMP , QUALIFIED IN NASSAU COUNTY COMWSSION EXPIRES JANUARY 26, 20 f INDIVIDUAL - PRINCIPAL r STATE OF { SS: COUNTY OF ` On this day of roregomg instrument and duly acknowledged to me that NOTARY a i MlMr CORPORATION - PRINC.IPAL 20_, before me, the undersigned personally came and appeared to me personally known and known to me to be the individual described in and who executed the the same. NOTARY PUBLIC STATE OF / S SS: COUNTY OF On this day of 2 before me came(?[? ,�-t� /�L��C ( tp me known, who, bei 9g y�y me my sworn, did depose and say that he resides at o,Q sa N �,al that he is t/ /� of HEATING &PIPING SP CIALITIES CORPe co�rpo�ration described in and hich executed the foregoing instrument as principal; that he knows the seal of said corporation; that the seal affixed to said instrument is such corproate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. NU i Hn r rulsUc S 1 AMPCWL/un/ �W Sttd of Nm �M YaZ Coletp No 1614121 ComiuM FagresJune30,20Q NOTARY PUBLIC PARTNERSHIP - PRINCIPAL r STATE OF { SS: COUNTY OF ` On this day of , 20_ before me personally came me personally known, and -known to me to be a member of the firm of to he duly acknowledged to me that he executed the same for the uses and purposes therein mentioned. and L 0 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date a des by nominate, constitute and appoint Richard GUARINI, Craig TREIBER, John H. Ti5t*11ft, E ' na DINI, Anthony G. BUONO and Bonnie HUDSON, all of Garden City, New ° Attorney -in -Fact, to make, execute, seal and deliver, for, and on its beh and all bonds and undertakings, and the execution of suc,41 n se presents, shall be as binding upon said Company, as fully and an t tf)t een duly executed and acknowledged by the regularly elected o� n rTangTreiberolohn re, Md., in their own proper persons. This power of attorney revokes that issued of H. Treiber, Gary Morrissey, Milena Langert, Sharon Schissel, Anthony G�te tuber 13, 2002. The said Assistant r does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 8th day of February, A.D. 2005. ATTEST: State of Maryland1 ss: CityofBaltimore f FIDELITY AND DEPOSIT COMPANY OF MARYLAND Eric D. Barnes Assistant Secretary By: William J. Mills Vice President On this 8th day of February, A.D. 2005, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. \4,4t1\Y�f'SG pii C %yt�j. If•, :`pi`s" .['1 .C. /�/' Maria D. Adamski Notary Public My Commission Expires: July 8, 2007 POA -F 093-6968 FIDELITY AND DEPOSIT COMPANY The OF MARYLAND WD3910 KESWICK ROAD, BALTIMORE, MD 21203 WR CarRartles Statement of Financial Condition As Of December 31, 2003 ASSETS Bonds....................................................................................... Stocks...................................................................................... Mortgage Loans....................................................................... Cash in Banks and Offices and Short Term Investments ........ Other Accounts Receivable..................................................... TOTAL ADMITTED ASSETS ................................................ LIABILITIES, SURPLUS AND OTHER FUNDS Reserve for Taxes and Expenses TOTAL LIABILITIES .............. Capital Stock, Paid Up .............. Surplus........................................ ........... $ 125,371,211 ........... 35,569,210 ........... 2,514,286 ........... 1,188,921 .... I...... 1,455,823 ............ $ 166,099,451 .......................... $ 154,962 ........................... $ 154,9 2 $ 5,000,000 160,944,489 Surplus as regards Policyholders..................................................................................................... 165,944,489 TOTAL........................................................................................................................................ $ 166,099,451 Securities carried at $15,107,004 in the above statement are deposited as required by law. Securities carried on the basis prescribed by the National Association of Insurance Commissioners. On the basis of December 31, 2003 market quotations for all bonds and stocks owned, the Company's total admitted assets would be $166,895,955 and surplus as regards policyholders $166,740,637. I, DAVID A. BOWERS, Corporate Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing statement is a correct exhibit of the assets and liabilities of the said Company on the 31 st day of December, 2003. Corporate Secretary State of Illinios City of Schaumburg ) SS: Subscribed and sworn to, before me, a Notary Public ofthe State of Illinois, in the City of Schaumburg, Ihis27lb day of February, 2004. Notary Public OFFICIAL SEAL MNCYW.SIEDEH NOTARY PU13UC -STATE OF ILLINOIS MYCOMMISSIONE1RM744-M 171 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REOUESTED Mr. Thomas Daly J. P. Daly & Sons, Inc. 88A Brook Avenue Deer Park, NY 11729 Dear Mr. Thomas Daly Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown. northfork. net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Hawkeye Construction for the Electrical Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, Elizabeth A. Neville Southold Town Clerk Enc. ]mb THE AMERIAN INSTITUTE OF ARCHITECTS AIA Document A310 KNOW ALL MEN BY THESE PRESENTS, that we J.P. Daly & Sons, Inc. 88A Brook Avenue, Deer Park, NY 11729 as Principal, (Here insert full name and address or legal title of Contractor) hereinafter called the Principal and Fidelity and Deposit Company of Maryland 1 Upper Pond Road Morris Corporate Ctr, Parsippany, NJ 07054 (Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of Maryland as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Road Southold, N.Y. 11971 )Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Bid Dollars ($5% for the payment of which sum well and truly to be made, the said Principal and the said Surety bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of project) Southold Town Landfill "Transfer Station and Residental Drop off -Contract D Electrical Construction NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed April 11, 2005 J.P. Daly & Sons, Inc. (Principal) (seal) .�� 9 � (Witness) (Title) Fidelity and Deposit Company of Maryland (Surety) (Seal) (Witness) Diana P. Alesci, Attorney in Fact OI, On.R .TTA CVor,"'DV 10On P,l -TllP TMDDT1A. ACKNOWLEDGIENT OF PRINCIPAL IF A CORPORATION STATE OF New York j COUNTY OF SUFFOLK On this // day of *il x005 before me personally came Thomas Daly to me known, who being by duly sword did depose and say that he/she resides at 32 Trescott Street, Dix Hills, N.Y. 11746 and that he/she is the Corporate Secretary of J.P. Daly & Sons, Inc. the corporation described in and which executed the foregoing instrument/ that he/she knows the seal of said,qoSPa,rj*' CrAh-4tgn.A N the seals affixed to said instruments such seal, that it was so affixed by order ofsjirgGtor� c2fffi�MmR4l that he signed his name thereto by like order. NO.01CA602444 Q,UTAILFIED IN SUFFOLK COUNTY .:OMMISSION EXPIRES MAY 10� NOTARY PUBLIC ACKNOWLEDGMENT OF PRINCIPAL IF A PARTNERSHIP STATE OF COUNTY OF }ss.: On this day of I before me personally appeared to me known and known to me to be one of the members of the firm of described in and who executed the foregoing instrument and he acknowledged to me that he executed the same and or the act and deed of said firm. NOTARY PUBLIC ACKNOWLEDGMENT OF PRINCIPAL IF AN INDIVIDUAL STATE OF } COUNTYOF }ss.: On this day of I before me personally appeared to me known and known to be to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same. NOTARY PUBLIC ACKNOWLEDGEMENT OF SURETY STATE OF New York} COUNTY OF Nassau }ss.. On APRIL 11, 2005 before me personally came Diana P. Alesci, to me known who, being by me duly swom, did depose and say that he/she resides at 255 Executive Drive Plainview, New York 11803, that he/she is the Attorney in Fact of Fidelity and Deposit Company of Maryland the corporation described in and which executed the foregoing instrument; and that he/she signed his/her name thereto by order of the Board of Directors of said corporation. gA VNE CAL LAHAN NOTA FY AFL:C STATE OF NEW YORK No. 0--'A®02444 NOTARY PUBLIC .'S -?LIED ii'I SUFFOLK COUNT5r� COMMISSION EXPIRES MAY 10 0 0 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, w ' set forth on the reverse side hereof and are hereby certified to be in full force and effect on thoda�te eof ds Vy ate, constitute and appoint Peter HENRY, Rosanne CALLAHAN, Marylou BROWN71Z n' ALESCI and Robert FINNELL, all of Plainview, New York EACH its true and o t ke,execute, seal and deliver, for, and on its behalf as surety, and as its a o x rtakings, and the execution of such bonds or undertakings in pursuance ha e t said Company, as fully and amply, to all intents and purposes, as if the EACH ut 1 by the regularly elected of£cers of the Company at its office in Baltimo th power of attorney revokes that issued on behalf of Peter HENRY, Rosaane , Richard K. KAINZ, dated August 22, 2003. The said Assistant ' s eby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By- s said Company, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 6th day of May, A.D. 2004. ATTEST: '�o otvos,. u o O t� r 4 � State of Maryland1 I ss: City of Baltimore FIDELITY AND DEPOSIT COMPANY OF MARYLAND T. E. Smith Assistant Secretary By: Paul C. Rogers Vice President On this 6th day of May, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly swom, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. i' a��i �+mvJ POA -F 093-7577 Dennis R. Hayden Notary Public My Commission Expires: February 1, 2009 • FIDFLTTY AND DEPOSIT COMPANY The 0Fm4RYr.t114D 50.5 3910 KBSWICK ROAD, Bu,�l040PB, MD 21203 b V cc np antes Statement of FinandAl Condition As Of December 31, 2093 ASSETS Bonds....................................................................................-.,.............._....__.....................,,.. $ 125,371,211 Stocks........... ............_....................__......._.._............._....._........._...... _..........................,........ 35,569.210 MortgageL.cans...............................:........................_.................._.........._..................., ..._..... 2,514,266 Cash in Banks and Offices and Short Tet7n lavestments................. ... ................... .............. _........ 1,188,921 Otha'Accountsliacehable._._..__._._....._..._...... _..... ................................ ............................. 1,455,823 TOTALAnMrtrEvASSErs......._.._.... ............. _...... ........ ....... ........... ....................... .............. S 1 6,0 ,451 LIA,BIMMS, SURPLUS AND OTHER FIAYLIS Reserve for Taxes and E)Vemes_.._.... .....__...._.._.........._...................................... S ISM62 TOTALLIAetu>gs.,.._.......... ..... _................. ......... _.... _...... ,._.......... ...... _... ............. __...._S IS Capital Stock, PoidUp........... ___ ......... ....... _.......... ....,...... __ ............. $ 5,00o,000 Stnpkm................. .:................... . __.. _.......... .......,_.._._._...... ...... 160,944,489 Surplus as regards Policyholders ................ .... _............ ....... ._...._.__.....,._........ ...... _..... _. 165,944,489 T0TAi.__..... ._............... _._._.., ...._._._......._........._..._........................ __....... ......... _. S I, 451 Sectrrities carried at $15,107,004 in the above statement aro deposited as required by law, Securities earned on to basis prescribed by die National Association of Insurance Commissioners. On the basis of Doxmber 31, 2003 market quotations for all bonds and stocks owned, the Company's total admitted assets would be $166,895$55 and surplus as regards policyholders $166,740,637. I. DAVID A. BOWERS, Corporate Somviary of the FmSLITY AM D6Po= COWAW OF MARYLAND, do hereby certify that the foregoing statement is a caoeet exhibit of the assets and Ctabilitics of the said Compny on the 31st day of December, 2003, Corpeyr Secretary State Of Iflinfos City of Schaumburg SS' Sabstzibed end swam to, before mc, a Noruy Pablia ofd,a stere of Aiinois, in the Qty ofsehsmahmz th427th day of Pcbntaty, 2004. o1�1c►ar': sFta NANCYW,SiEpEq NOTAN PLMUC - STATE OF iLLN S 4 a1�S81a1ETOri W7 -14400b ZURICH THIS E"ORTANT DISCLOSURE NOTICE IS PART OF YOUR BOND Fidelity and Deposit Company ofMaryland, Colonial American Casualty and Surety Company, Zurich American Insurance Company, and American Guarantee and Liability Insurance Company are making the following informational disclosures in compliance with The Terrorism Risk Insurance Act of 2002. No action is iequired on your part Disclosure of Terrorism Premium The premium charge for risk of loss resulting from acts of terrorism (as defined in the Act) under this bond is $ waived . This amount is reflected in the total premium for this bond. Disclosure of Availability of Coverage for Terrorism Losses As required by the Terrorism Risk Insurance Act of 2002, we have made available to you coverage for losses resulting from acts of terrorism (as defined in the Act) with terms, amounts, and limitations that do not differ materially as those for losses arising from events other than acts of terrorism. Disclosure of Federal Share of Insurance Company's Terrorism Losses no Terrorism Risk Insurance Act of2002 establishes a mechanism by which the United States government will share in insurance company losses resulting from acts of terrorism (as defined in the Act) after a insurance company has paid losses in excess of an annual aggregate deductible. For 2002, the insurance company deductible is I % of direct earned premium in the prior year; for 2003, 7% of direct earned premium in the prior year, for 2004,10% of direct earned premium in the prior year, and for 2005, 15% ofdirect earned premium in the prior year. The federal share of an insurance company's losses above its deductible is 90%. In the event the United States government participates in losses, the United States government may direct insurance companies to collect a terrorism surcharge from policyholders. The Act does notpurtentlyprovide for insurance industry or United States goyernment participation in terrorism losses that exceed $100 billion in any one calendar year. Definition ofAct of Terrorism The Tenvrism-Risk-htsuraace AcT–dee–Me—s ' ac –of far—romm',as any act that is certmed by me Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States: 1. to be ail act of terrorism; 2. to be a violent act or an act that is dangerous to human life, property, or infrastructure; 3. to have resulted in damage within the United States, or outside ofthe United States in the case of an air carrier . -(as defined fa section 40102 -of title 49, United 17 States Code) or a United StatesfFag vessel (or a vessel based principally in the United States, on which United States income tax is paid and whose insurance coverage is subject to regulation in the United States), or the premises of United States mission; and 4. to have been committed by an individual or individuals acting on behalf ofany foreign person or foreign interest as part ofan effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. But, no act shall be certified by the Secretary as an act of terrorism ifthe act is committed as part of the course of a war declared by Congress (except for workers' compensation) or property and casualty insurance losses resulting from the act; in the aggregate, do not exceed $5,000,000. These disclosures are informational only and do not modify your bond or affect your rights under the bond. Copyright Zurich American Insurance Company 2003 SOUryo� ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr Jeffrey DiLandro Ocean Electric 99 Mariner Drive Southampton, NY 11968 Dear Mr Jeffrey DiLandro: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Hawkeye Construction for the Electrical Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Certified Check #968325 you submitted with this bid. Thank you for submitting your bid. Very truly yours, Elizabeth A. Neville Southold Town Clerk Enc. ]mb It • ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OF SOUIyo�yy CA ��y00UNV 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr Stephen Cadieux Roland's Electric, Inc. 307 Suburban Avenue Deer Park, NY 11729 Dear Mr Stephen Cadieux: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1500 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Hawkeye Construction for the Electrical Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Enc. Imb Very truly yours, Elizabeth A. Neville Southold Town Clerk THE AMERIAN INSTITUTE OF ARCHITECTS AIA Document A310 KNOW ALL MEN BY THESE PRESENTS, that we Roland's Electric Inc. 307 Suburban Avenue, Deer Park, N.Y. 11729 as Principal, (Here insert full name and address or legal title of Contractor) hereinafter called the Principal and Liberty Mutual Insurance Company 1211 Avenue of the Americas, New York, (Here insert full name and address or legal title of Surety) a corporation duly organized under the laws of the State of Massachusetts as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold Southold, N.Y. (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Bid Dollars ($5% for the payment of which sum well and truly to be made, the said Principal and the said Surety bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert cell name, address and description of Project) New Construction, Transfer Station and Residential Drop Off NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed April 19, 2005 / (Witness) Roland's Electric Inc. (Principal) (seal) (Title) �/hES)Denr Mutual Insurance Company (Surety) (Seal) Diana P. Alescl, Attorney in Fact TTA nfl rTVV'Tlm A71n .0Tn Dnhln TTA cc4011TDV 10'n cn m.V A.M DTrTTI ACKNOWLEDGIEINT OF PRINCIPAL IF A CONORATION STATE OF/� /�d" } COUNTY OFSuy CK On this I9 day of+IcR 7005 before me personally came 07fD/ eu x to me known, who being by duty sword did depose and say that he/she resides at O3) 4(,e ZI:-oz Q QK, //�a and that he/she is the /� 6? Ibt?')7T of the corporation described in and which executed the foregoing instrument/ that he/she knows the seal of said corporation; that one of the seals affixed to said instruments such seal, that it was so affixed by order of the directors of said corporation, and that he signed his name thereto by like order. PUBLIC LISA D. KILTHAU Notary Public, State of New York uuannea in: Commission Expires ACKNOWLEDGMENT OF PRINCIPAL IF A PARTNERSHIP STATE OF )ss.: COUNTY OF }�" On this day of I before me personally appeared to me known and known to me to be one of the members of the firm of described in and who executed the foregoing instrument and he acknowledged to me that he executed the same anf or the act and deed of said firm. NOTARY PUBLIC ACKNOWLEDGMENT OF PRINCIPAL IF AN INDIVIDUAL STATE OF } COUNTY OF }�" On this day of I before me personally appeared to me known and known to be to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same. NOTARY PUBLIC ACKNOWLEDGEMENT OF SURETY STATE OF New York} COUNTY OF Nassau }ss.. On April 19, 2005 before me personally came Diana P. Alesci, to me known who, being by me duly swom, did depose and say that he/she resides at 255 Executive Drive Plainview, New York 11803, that he/she is the Attorney in Fact of Liberty Mutual Insurance Company the corporation described in and which executed the foregoing instrument; and that he/she signed his/her n thereto ty order of the Board of Directors of said corporation. n , O o. '00 THIS POWER OF ATTORNEY IS NOT VALIMLESS IT IS PRINTED ON RED BACKGROUND. 0 16043-89 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LIBERTY MUTUAL INSURANCE COMPANY BOSTON, MASSACHUSETTS POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Liberty Mutual Insurance Company (the 'Company'), a Massachusetts stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint PETER HENRY, ROSANNE CALLAHAN, MARYLOU:BROWN, RICHARD K. KAINZ, ROBERT FINNELL, DIANA P. ALESCI, ALL OF THE CITY OF PUUNVIEW, STATE OF NEW YORK ......... .......................................................... ................................ ....... ......•; ........ ...... ............................... each individually if there be more than one named, its true and lawful attomey m -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed,*arty and all undertakings, bonds recognizances and other surety obligations in the penal sum not exceeding FIFTY MILLION AND 001,00 DOLLARS $ 50,000,000.00 *** ( teach, and the execution of such undertakings, bonds, recognizances and other suretyobligations, in pursuance ofthese presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the Secretary of the Company in their own proper persons. That this power is made and executed pursuant to and by authority of the following By-law and Authorization: ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such aftomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, reoognizances and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint aftomeys-in-fact: Pursuant to Article XIII, Section 5 of the By -Laws, Garnet W. Elliott, Assistant Secretary of Liberty Mutual Insurance Company, is hereby authorized to appoint such attorneys -in -tact as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Liberty Mutual Insurance Company has been affixed thereto in Plymouth Meeting, Pennsylvania this 26th day of August 2004 LIBERTY MUTUAL INSURANCE COMPANY ' Garnet W. Elliott, Assistant Secretary COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY On this 26th day of Auclust _ , 2004 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged that he is an Assistant Secretary of Liberty Mutual Insurance Company; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Liberty Mutual Insurance Company thereto with the authority and at the direction of said corporation. IN TESTIMONY WH r h® unto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. Q' 4 NIN - { - Naianal Seal 1 T teas PasleHa Notary Pubs: OF Py rTwp,..Mpgr ray 8, a0 I My Cee Creston Exp es Ner 28 2W6� BY 1. An . Ter nn ut rraFen, �astella, Notary Public XYV CA CERTIFICATE LdP `' I, the undersigned, Assistant ecretary of Liberty Mutual Insurance Company;: do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certifythat the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or presidentto appoint attomeys-in-fact as provided in Article XIII, Section 5 of the By-laws of Liberty Mutual Insurance Company. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Liberty Mutual Insurance Company at a meeting duly called and held on the 12th day of March, 1960. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TESTIIyONY-YHEREOF, 1 Lt6voelrereunto subscribed my name and affixed the corporate seal of the said company, this 19 day of ADP7 L rSJ By David M. Carey, Assi nt Secretary W d C 3 a C m O trY l— V1 CW Q t�9 pe 3: ca a°E N M .0 In accordance hereinafter as • Liberty Mutual Surety Bond Number NOTICE FROM SURETY REQUIRED BY TERRORISM RISK INSURANCE ACT OF 2002 with the Terrorism Risk Insurance Act of 2002 (referred to the ."Act"), this disclosure notice is provided for surety bonds on which one or more of the following companies is the issuing surety: Liberty Mutual Insurance Company; Liberty Mutual Fire Insurance Company; LM Insurance Corporation; The First Liberty Insurance Corporation; Liberty Insurance Corporation; Employers Insurance Company of Wausau (formerly "EMPLOYERS INSURANCE OF WAUSAU A Mutual Company'); Peerless Insurance Company; and any other company that is a part of or added to the Liberty Mutual Group for which surety business is underwritten by Liberty Mutual Surety (referred to collectively hereinafter as the "Issuing Sureties"). NOTICE FORMS PART OF BOND This notice forms part of surety bonds issued by any one or more of the Issuing Sureties. DISCLOSURE OF PREMIUM The premium attributable to any bond coverage for "acts of terrorism" as defined in Section 102(1) of the Act is Zero Dollars ($0.00). DISCLOSURE OF FEDERAL PARTICIPATION IN PAYMENT OF TERRORISM LOSSES The United States will reimburse the Issuing Sureties for ninety percent (90%) of any covered losses from terrorist acts certified under the Act exceeding the applicable surety deductible. LMIC-6539 11/15/04 � ��� �� �� �� �� �� ASSETS ww`-____,_'`^'`'_.'._.__.____'_'__� ''--~—'—�' '`'___'___� ��uwmpvw"mwwm°m^�^�"mmvmwm~m���_____'_'__� om�om asslas__^____,'__'_`___^'_______ .................._.`'__ Mwu�"�wpm��mo*.*,umnwmm*m.pw'---.--'-- � 1 Ndftridsal MI ww`-____,_'`^'`'_.'._.__.____'_'__� ''--~—'—�' '`'___'___� ��uwmpvw"mwwm°m^�^�"mmvmwm~m���_____'_'__� om�om asslas__^____,'__'_`___^'_______ .................._.`'__ Mwu�"�wpm��mo*.*,umnwmm*m.pw'---.--'-- � 1 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL RETURN RECEIPT REQUESTED Mr Nicholas Feldmann Eldor Contracting Corporation 1703 Church Street Holbrook, NY 11741 Dear Mr Nicholas Feldmann: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Hawkeye Construction for the Electrical Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, a Elizabeth A. Neville Southold Town Clerk Enc. lmb THE AMEI0CAN INSTITUTE OF AVCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE Eldor Contracting Corp. 1703 Church Street, Holbrook, NY 11741 as Principal, hereinafter called the Principal, and Federal Insurance Company 15 Mountain View Road/Mail Code (3 MV 3-10), Warren, NJ 07059 a corporation duly organized under the laws of the State of l� as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Road, Southold, NY 11971 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Town Landfill -"Transfer Station and Residential Drop -Off" Contract D -Electrical Construction NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and materials furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 21st day of April 1 2005 Eldor George O. Brewster L DOCUMENT A310 • BID BOND • AIA • FFJWUARY 970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W.AVASHINGTON, D.C. 20006 0 ACKNOWLEDGEMENT OF CONTRACTOR, IF A CORPORATION STATE OF NEW XVRK COUNTY OF SUFFOLK ON THE 21st DAY OF April 2005, BEFORE ME PERSONALLY CAME N10alau3 Eeldisrn TO ME KNOWN, WHO, BEING BY ME DULY SWORN, DID DEPOSE AND SAY THAT (S)HE RESIDES AT , THAT (S)HE IS THE President OF ELDOR CONTRACTING CORPORATION THE CORPORATION DESCRIBED IN AND WHICH EXECUTED THE ABOVE INSTRUMENT; AND THAT (S)HE SIGNED HIS/HER NAME THERETO BY ORDER OF THE BOARD OF DIRECTORS OF SAID CORPORATION. Catherine Bromate of erg New York Notary Public, State of New York No. 01 inSuffolk Notary Public -�— Qualified in Suffolk County `,4,w Commission Expires September S, 2006 ACKNOWLEDGEMENT OF SURETY STATE OF NEW YORK,) COUNTY OF NASSAU,) ON THE 21ST DAY OF APRIL 2005, BEFORE ME PERSONALLY CAME George O. Brewster TO ME KNOWN, WHO, BEING BY ME DULY SWORN, DID DEPOSE AND SAY THAT (S)HE RESIDES AT Manhasset NY THAT (S)HE IS THE ATTORNEY-IN-FACT OF FEDERAL INSURANCE COMPANY THE CORPORATION DESCRIBED IN AND WHICH EXECUTED THE ABOVE INSTRUMENT; THAT (S)HE KNOWS THE SEAL OF SAID CORPORATION; THAT ONE OF THE SEALS AFFIXED TO THE FOREFGOING INSTRUMENT IS SUCH SEAL; THAT IT WAS SO AFFIXED BY ORDER OF THE BOARD OF DIRECTORS OF SAID CORPORATION; AND THAT (S)HE SIGNED HIS/HER NAME THERETO BY LIKE ORDER. MICHELLE C.S NEW LCA, NOTARY PUBLIC, STATE OFF NEW YM COMMISSION3Efw1 ESFjULy,Spp� Notary Public This Notice pertains to theowing Surety Bond Issued by a member of Whubb Group of insurance Companies, including Federal Insurance Company, Vigilant Insurance Company and Pacific Indemnity Company. Bond Number: Bid Bond POLICYHOLDER DISCLOSURE NOTICE TERRORISM RISK INSURANCE ACT OF 2002 (POLICIES WITH NO TERRORISM EXCLUSION OR SUBLIMIT AND NO PREMIUM CHARGE) You are hereby notified that pursuant to the Terrorism Risk Insurance Act of 2002 (the "Act") effective November 26, 2002, we are making available to you coverage for losses arising out of certain acts of international terrorism. Terrorism is defined as any act certified by the Secretary of the Treasury, in concurrence with the Secretary of State and the Attorney General of the United States, to be an act of terrorism; to be a violent act or an act that is dangerous to human life, property or infrastructure; to have resulted in damage within the United States, or outside the United States in the case of an air carrier or vessel or the premises of a United States Mission; and to have been committed by an individual or individuals acting on behalf of any foreign person or foreign interest, as part of an effort to coerce the civilian population of the United States or to influence the policy or affect the conduct of the United States Government by coercion. Insurance for acts of terrorism is already included in the captioned Surety Bond. You should know that, effective November 26, 2002, any losses caused by acts of terrorism covered by your policy will be partially reimbursed by the United States under the formula set forth in the Act. Under this formula, the United States of America pays 90% of covered terrorism losses that exceed the statutorily established deductible to be paid by the insurance company providing the coverage The portion of your arnniah premium that is attributable to coverage for such acts of terrorism is zero, because we could not distinguish (and separately charge for) acts of terrorism from other causes of loss when we calculated your premium. If you have any questions about this notice, please contact your agent or broker K] cNu � Ila Chubb P R Federal Insurance Compan Attn: Surety Department F Vigilant Insurance Company 15 Mountain View Road olrlu KI Surety ATTORNEY pacific Indemnity Company Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint George O. Brewster, Gaye Conkin, Theresa J. Foley, Gloria Loyd, William A Marino, Fred Nicholson, Fern Perry, David W. Rosehill, Nancy Schnee and Vincent A Walsh of Jericho, NewYork, Steven G, Raffuel, Joseph J. Mark, Sara Glogower and Elizabeth J. Peterson of Somerville, New Jersey ---- each as their true and lawful Attorney- in- Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course Wbusiness, and any Instruments amending or altering the same, and consents to the modin.atton or alteration of any instrument referred to In said bonds or obligations. In Witness Whereer, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 291h day of November, 2004. memain - Wendel. F islxnt Secretary '�-- STATE OF NEW JERSEY County of Somerset ss. John . Smltht Vlpe tre5f�m On this 29th dayof November,2004 before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly awvm, did depose and say that he Is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and known the corporate seek thereof, that the seals affixed to the foregoing Power rAttorney are such corporate seals and were thereto affixed by authority of the By- Laws of said Companies( and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority, and that he Is acquainted Wth John P. Smith, and knows him to be Vice President of said Companies; and (hat the signature of John P. Smith, subscribed to said Power ofAttarney Is In the genuine handwriting of4ohn p, Sm In deponem'spresence. ith, and was thereto subscribed 6y authority afsaid By- Laws and MAW M CommissiE On 6q* 97ei on — xpires $opt Z3, T009 --/ NcrryPublic ` CERTIFICATION Ezligd ffgm iha ey--Yayp of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDENMITY COMPANY: "AI(bowrgs oFadarriey for and on behalf of the Company may and shall be executed In the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such ofticers may be engraved, printed or lithographed. The signature of each of the following oflfcsts: Chairman, President, any Vic. President, any Assistant Vice President, any Secretary, any Assistant Secretary and the "at of the Company may be athxed by facsimile to any power of attorney or to any certlficale relating thereto appointing Assistant Secretaries or Attomeya- in- Fact for purposes only ofaxacufing and attesting bonds and undertakings and other uwllings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be wild and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall he valid and binding upon the Company with respect to any bond or undertaking to which It is attached." I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies') do hereby certify that (1) the foregoing extract of the By� Laws of the Companies Is true and correct, QQ the Companies are duly licensed and authorized to transacl surely business In.all 50 oflha United Slates of America and the District of Columbia and are authorized bythe U.S. Treasury Depadmerd; further, Federal and Vigilant are licensed In Puerto Rico and the U.S. Virgin Islands, and Federal Is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and (il8 the foregoing Power or Attorney is true, correct and In full force and affect. Given under my hand and seals of said Companies al Warten. NJ this 3gUaAw _ �4hs — ¢�UUa'reCf�F J a ~ z THE JEVE19T YO11 WISH -7Q Q-2ilwill xl'h THE :yuptttbS .USTED ABOVE;'.OR BY Forth 15-10- 0225B- U (Ed. 5-03) CONSENT Kenneth C. Wendel, AleshlOnt Secretary r OF THIS BOND OR NOTIFY US OF ANY OTHER (908) 903- 3493 Fax (908) 903- 3858 FERE M WSURMCE COMPANY STATEMENT OF ASSETS, LIABILITIES AND SURPLUS TO POUCYHOLDERS Statutory Basis DECOM13ER 11, 7DO3 (ry thousands of dollatts) TOTAL INVESTMENTS..-----.... lvweStmants.Jrt Affiliates: Chubb ffilvestmarrtfioldings, Inc......., 120TA58 Pacific lnrderrirdty Company- 979,181 Executive Risk Indemnity Inc . ...... -... 510D57 Chublo1risurance Company of EurmPe. 467,807 GmatNorthavalrisurarype cbmparry, 221.41311 CC Canada Holdings Ltd.:.:_..........._, 171,594 Vigilant Insurance Cornparty:...... 972211 Other Affiliates 236,348 Premiums 1„529232 OXL)sr Assets..._ ._.......__...,___...__w.... 1,0962B7 TO TIAL ADM ITTED ASSETS .......... ... TOTAL LIABILFIES 1.3,580,873 Capital 20;911D Paid - 10 Surplus 3,106;790 Unassigned runds ...... .... . ... ................. 3,168,137 SURPLUS TO POLIGYMOLDERS--, 6293;907 TOTAL LIABILITIES AND SURPLUS T© PoitCYHOLDERS�--...- . ....... $ 19,,954,780 investments are valued tri accordance with requirements of Mg-Nettonal Association 0171risurance Commissioners. Investments valued at $239,725 are deposited with governmant'auftiffies as required by law. State, couzv(y & City of New Y01*1 - ss" Aj]na_hd.arja L.QveQohio, Asejqtaot Secretary of the Federal insurance• Company being duly sworn, deposes and says that the foregoing Statement. of Assets,. Liabilities and Surplus to Policyholders of said Federal Insurance Company on Deoember 31, 2DD3 Is true and correct and is a true abstract,of the AonLal Statement of said CoMpeny, as filed with the Secretary of the Treasury of the United States for the 12 months ending December 31, 21)G3. Subscribed and SWOM to before me this APR 21 2005 As 'slant Secretary CALRLS(CtUANO NOTARY PUSUC, State ofNeWYork Na. 0IS15078300 auaffied In SuffolkCaunty Notary Publi: Commission Expires April 21. 2007 Foran 27-10-U07%. iRav"S-W LIABILMES' AND ASSETS SURPLUS TO POLIMLIOLOER-S Cash and Short Tevn ...... $ 861,75$ Outstanding Losses and.Lass; Expenses... 8'68213.1 United States Govomment Sieta and Ureanne.0 2I.31.32.531 municipal iSundas------ 8,775,5113 Reinsurance Premiurps Payable-._.._.....: 442,BD4 Other Bonds ......... .. . ............ ---- 2;481,174 Provision for 175,251 SAOCIM ........ 806,3'84 Other ...... ------------- 1,047054 Othertrrrest6d Asset; ......... 71WD9 TOTAL INVESTMENTS..-----.... lvweStmants.Jrt Affiliates: Chubb ffilvestmarrtfioldings, Inc......., 120TA58 Pacific lnrderrirdty Company- 979,181 Executive Risk Indemnity Inc . ...... -... 510D57 Chublo1risurance Company of EurmPe. 467,807 GmatNorthavalrisurarype cbmparry, 221.41311 CC Canada Holdings Ltd.:.:_..........._, 171,594 Vigilant Insurance Cornparty:...... 972211 Other Affiliates 236,348 Premiums 1„529232 OXL)sr Assets..._ ._.......__...,___...__w.... 1,0962B7 TO TIAL ADM ITTED ASSETS .......... ... TOTAL LIABILFIES 1.3,580,873 Capital 20;911D Paid - 10 Surplus 3,106;790 Unassigned runds ...... .... . ... ................. 3,168,137 SURPLUS TO POLIGYMOLDERS--, 6293;907 TOTAL LIABILITIES AND SURPLUS T© PoitCYHOLDERS�--...- . ....... $ 19,,954,780 investments are valued tri accordance with requirements of Mg-Nettonal Association 0171risurance Commissioners. Investments valued at $239,725 are deposited with governmant'auftiffies as required by law. State, couzv(y & City of New Y01*1 - ss" Aj]na_hd.arja L.QveQohio, Asejqtaot Secretary of the Federal insurance• Company being duly sworn, deposes and says that the foregoing Statement. of Assets,. Liabilities and Surplus to Policyholders of said Federal Insurance Company on Deoember 31, 2DD3 Is true and correct and is a true abstract,of the AonLal Statement of said CoMpeny, as filed with the Secretary of the Treasury of the United States for the 12 months ending December 31, 21)G3. Subscribed and SWOM to before me this APR 21 2005 As 'slant Secretary CALRLS(CtUANO NOTARY PUSUC, State ofNeWYork Na. 0IS15078300 auaffied In SuffolkCaunty Notary Publi: Commission Expires April 21. 2007 Foran 27-10-U07%. iRav"S-W E ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER 0 , 0tf SOUryolo T OOUNTY,� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 20, 2005 CERTIFIED MAIL Mr Craig Hinck Hinck Electrical Contractor, Inc 75 Orville Drive, Suite 1 Bohemia, NY 11716 Dear Mr Craig Hinck Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net The Southold Town Board, at its special meeting of July 12, 2005, accepted the bid of Hawkeye Construction for the Electrical Contract for the Southold Town Transfer Station and Residential Drop-off. A certified copy of the resolution is enclosed. Also, returned herewith is the Bid Bond you submitted with this bid. Thank you for submitting your bid. Very truly yours, 0�aso a. ??4WA Elizabeth A. Neville Southold Town Clerk Enc. ]mb BID BOND Conforms with The American Institute of Architects, A.I.A. Document No. A-310 KNOW ALL BY THESE PRESENTS, That we, Hinck Electrical Contractor Inc. 75 Oriville Road Suite 1 Bohemia New York 11716 as Principal, hereinafter called the Principal, and the Fidelity and Deposit Company , of Baltimore a corporation duly organized under the laws of the State of Maryland as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold 53095 Main Road, Southold, New York 11971 as Obligee, hereinafter called the Obligee, in the sum of 5% of Amount Bid---------------------------------------------- ------------------- Dollars ($ 5% of Amount Bid ) , for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Southold Town Landfill :'Transfer Station and Residential Drop -Off' NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 7th day of April 2005 Hinck Electr' I Contr for nc. 75 Orivill d, ui 1 (Seal) (Principal Witness {l '�-'c Title'' 'j Fidelity and D4/0t Co an Witness { By Robert J. Frey Attorney-in-Fact 5-0054/GEEF 17/00 FRP • Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, PmS set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof d s nate, constitute and appoint Robert J. FREY, of Valley Stream, New York, its true and la ct, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act a g takings, and the execution of such bonds or undertakings in pursuan o s on said Company, as fully and amply, to all intents and purposes, as xe d"aQ b ged by the regularly elected officers of the Company at its office in Ba100=m'5.. u r .This power of attorney revokes that issued on behalf of Robert J. k�t O 25 1Q$/f�(�� The said Assistant Section 2, of the By- Ordfy-fhat the extract set forth on the reverse side hereof is a true copy of Article VI, and is now in force. IN WITNESS WHEREOF, the said Vice -President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 14th day of April, A.D. 2003. ATTEST: State of Maryland1 ss: City of Balt more f FIDELITY AND DEPOSIT COMPANY OF MARYLAND I T. E. Smith Assistant Secretary By: Paul C. Rogers Vice President On this 14th day of April, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year fust above written. Sandra Lynn Mooney Notary Public My Commission Expires: January 1, 2004 POA -F 093-7493 0 0 FIDEL17Y AND DEPOSIT COMPANY 7tta OF MARYLAND 1910 KBSWICK ROAD, BALT040 M 21203 M Statement of Fin"cial Coadtdoa As Of December 31,200 rETIN-P MMLnM& SURPLUS AND MEMR FUNDS Reserve for Taxes and Bxpenaea........ .......... .................... ................ _........ ......... ......... ............ S L54,962 TDrAL Lu81Lrrms........................................._.............................................. ....................... .. CapitaStook, Paid U. .........................................._..._.............. .......... .,.......... .. 11 5,000,000 Snrplua......................................._...............,, ,....................—... _............. I .... 1 . 160,944,469 SwplusasmtwdsPoltcyboldmn........_._..............._......_..................................._. .._.........._...—116r55,,a9",449- TOTAL..........._._._ ..................... :..............:i:....: ........-.,.. ...... �.._............ ,..........._•S Foo.ess,w+ Securides carries! at S 15,107.004 is the above stalmuene aro deposhed as required by law. Swmritia carried on the basis Fvscrlbed Sy O.e National Associadon of kuuranee CCmmissionM ON tbo bcsia of Docembw 31, 2003 martst quotasims The all bonds and stocks owned, the Company's notal admitted assets would be S166,893,955 and surplus as re( "s poticyboldem 5166,740,637. 1, DAVID A. BOWERS, Corporate Secretary of the PW¢Lfry AND DmvsrY C060ANY Of MARYLAND, do htraby comaty 1W the foregoing statement is a correct cuA" of tba seem and liabilities of the said Compaoy m the 31st Jay of Decamber, 2003. Capaerc Sxsotary Some of I Ilk" Ory of 4chaumlav8 ' S..6r=b<4 end rwom w, bdr mq a Nomy POW h Vat, SuY of 1111wm , is Aw My of Schfumbura. this 271h dry of RMuri , 2004. .wren rr�a4 '1C'IAL BEAL lNNCYN.DItW�N NOTATE! Kmx • 7I m Or R1.Om 7-u 0 0 Acknowledgment by Surety Company STATE OF NEW YORK County of Nassau ) SS.- On S: On this........ Tth...................day of. ........ AM. i..i.......... 2005 before me personally came Robert J. Frey .......................... to me known, who being by me duly sworn, did depose and say that he resides in Malverne, New York. that he is the Attorney In Fact.... of the Fidelity and Deposit Company of Maryland the corporation described in and which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation, and that he signed his name thereto by like order. �`- Notary Public County THEREM F. KLOECKENER Notary Public, State of New Yak No. 30-4.555925 Quu ifiet in Nassau Cou Gmioi6skm Expires� 0 0 UNIFORM CERTIFICATE OFACKNOWLEDGEMENT (Within New York State) StateoifNew or ) County of SS On theday ofm the ear �m9� before me, the undersigned personally appearedr�. I personally known to me or pro d to me on the basis of satisfactory evidence to be the individual (q}whose name (q) -is (are) subscribed to the within instrument and acknowledged to me that he Ishel4hey-executed the same in his/herltheir capacity (ies), and that by his/har><thztP signature (,$)-on the instrument, the individual-(s)r or the person upon behalf of which the individuak(s) acted, executed the instrument. Signature and Office Individual Taking Acknowledent MARYANNE GANCI Notary Public, State of New York No.4984740 Qualified in Suffolk County Commission Expires ��9p5 LICA• L. K. Ml ea r Associates, PC. 437 South Country Road + Brookhaven • New York • 11719 (631) 286-8668 • FAX (631) 286-6314 EUGENE F. DALY, P.E. P:T. E"', PRESIDENT and O.E.O. RAYMOND G. DIBIASE, P.E., P.T.QE'"", EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R. FULKERSON, P.L.S., VICE PRESIDENT ALBERT DAWSON, P.E.. VICE PRESIDENT July 11, 2005 Lidia Ambroszkiewicz Suffolk County Department of Health Services Division of Environmental Quality 220 Rabro Drive Hauppauge, NY 11788 C'ONSULl'ING ENGINEERS Associates CHRISTOPHER P. DWYER JAMES L. DeKONING, P.E. ROBERTA. STEELE, P.E. RECEIVED J U L 13 2005 Re: Town of Southold Transfer/Collection Facility Southold Town C1er'I SCDHS Job No.: HM05-028 File No. 07285 LKMA No. 04-050 Dear Ms. Ambroszkiewicz: In accordance with your Notice of Rejection of Application for the above referenced project, we have enclosed the following documents for your review and approval: 1. Certificate of Authorization 2. Notes for tank coatings have been added to the details drawing 3. The need for double walled piping has been negated by the generic tank change 4. The need for piping sump has been negated by the generic tank change 5. The need for alarm models has been negated by the generic tank change 6. Four (4) sets of stamped revised plans 7. Copy of the notice for your convenience Please note that the proposed 1,000 gallon diesel fuel tank details have been modified to the Suffolk County Generic Tank SC 10001). Should you or any members of your staff have any questions or comments regarding this resubmission, please do not hesitate in contacting this office directly. Thank you for your attention in this matter. Cc: Town of Southold SCDHS Tank Comments July 2005 Very truly y U �J seph .Cline, PE, Vice President K. McLean Associates, P.C. • Founded in 1950 9 Page I of I E DEPARTMENT OF HEALTH SERVICES Joseph Cline, P.E. L.K. MCLEAN Associates 437 South Country Road Brookhaven NY 11719 Att: Joseph Cline, P.E. COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE June 24, 2005 E -Mail: Re: Rejection of application SCDHS Job No.: HM05-028 Facility name: Town of Southold File reference No. 07285 Facility I.D. No. 10-0184 Dear Mr. Cline: 0 BRIAN L. HARPER, M.D., M.P.H. COMMISSIONER Your submittal for the above referenced project has been rejected for the following reasons: ❑ Lack of Certificate of Authorization ❑ Please state that the tank is coated with corrosion proof material. Q Piping needs to be double walled ❑ Piping sump needs to be added and all valves must be contained in sump. ❑ Alarm models for overfill needs to be specified Specify any additional revisions when resubmitting. Submit 4 copies of drawings. Any resubmission on this project must contain the SCDHS Job Number and File Reference Number. You have one year from the date of this notice (unless otherwise specified) to resubmit revised drawings under this application number without incurring additional fees. If the Department does not receive a resubmission for this project within the year, the application will become void and you will be required to file a new application for a permit to construct. •DIVISION OF ENVIRONMENTAL QUALITY ♦220 Rabro Drive, Hauppauge NY 11788 Phone (631) 853-3193 Fax :(631)853 -230]E -Mail Libia Fmbroszkawiv,@suffa1Uahuryny gov The one-year period does not supercede any other agreements that the facility owner has entered into with the Department nor does it supercede any mandates placed upon the facility by the Department. If you have any questions concerning the above listed items I can be reached at (631) 853- 3193. Sincerfly, 1 Lidia Ambrosiewicz Assistant Public Health Engineer Division of Environmental Quality THE UNIVERSITY OF THE STATE OF NEW YORK THE UNIVERSITY OF THE STATE OF NEW YORK THIS IS TO CERTIFY THAT HAVING MET THE REQUIREMENTS OF SECTION 7210 OF THE EDUCATION DEPARTMENT EDUCATION LAW AND IN ACCORDANCE THEREWITH THIS CERTIFICATE OF AUTHORIZATION THIS IS TO CERTIFY THAT HAVING MET THE REQUIREMENTS OF SECTION 7210 OF THE LOUIS K MCLEAN ASSOCIATES ENGINEERS & SURVEYORS PC EDUCATION LAW AND IN ACCORDANCE THEREWITH THIS CERTIFICATE OF AUTHORIZATION 437 SOUTH COUNTRY ROAD IS GRANTED WHICH ENTITLES TO PROVIDE PROFESSIONAL ENGINEERING SERVICES IN THE STATE OF NEW YORK FOR LOUIS K MCLEAN ASSOCIATES ENGINEERS & SURVEYORS PC THE PERIOD 01/01/2003 TO 12/31/2005. 437 SOUTH COUNTRY ROAD CERTIFICATE NUMBER rgTEOFT�E� BROOKHAVEM NY 11719-0000 0001923 TO PROVIDE PROFESSIONAL ENGINEERING SERVICES IN THE STATE OF NEW YORK FOR THE PERIOD 01/01/2003 TO 12/31/2005. ��IVEI? . �QUCXTIoryQit, � P� .py�O� fIW��✓ y / IOHANNA DOMMISSIOIER x x ! z RICHARD P. MILLS DEPUTY COMMISSIONER yF s va PRESIDENT OF THE UNIVERSITY OFFICE OF THE PROFESSIONS �O AND COMMISSIONER OF EDUCATION CERTIFICATE NUMBER �gTt�OF�E� 0001923 THE UNIVERSITY OF THE STATE OF NEW YORK EDUCATION DEPARTMENT THIS IS TO CERTIFY THAT HAVING MET THE REQUIREMENTS OF SECTION 7210 OF THE EDUCATION LAW AND IN ACCORDANCE THEREWITH THIS CERTIFICATE OF AUTHORIZATION IS GRANTED WHICH ENTITLES LOUIS K MCLEAN ASSOCIATES ENGINEERS & SURVEYORS PC 437 SOUTH COUNTRY ROAD BROOKHAVEN, NY 11719-0000 TO PROVIDE PROFESSIONAL ENGINEERING SERVICES IN THE STATE OF NEW YORK FOR THE PERIOD 01/01/2003 TO 12/31/2005. ? �%� -- // llF -T-l' �- f�l� a DOHAuc2 ac eA� A L�(y IOHANNA DUNCAN-POTTIER RICHARD P. MILLS DEPUTY COMMISSIONER �'. �i "�' PRESIDENT OF THE UNIVERSITY OFFICE OF THE PROFESSIONS S �O AND COMMISSIONER OF EDUCATION CERTIFICATE NUMBER rgTEOFT�E� 0001923 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER y �pF so& '1P ��y00Uldi'r,N�� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 436 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 12,2005: RESOLVED, that the Town Board of the Town of Southold hereby accepts the bid of Hawkeve Construction in the amount of $142,750.00, as part of the renovation of the Solid Waste Manaeement District Transfer Station, as modified in accordance with the recommendations of L.K. McLean Associates, P.C., as reflected in the attached Memorandum, and authorizes and directs Supervisor Joshua Y. Horton to sign an agreement with Hawkeye Construction effectuating the acceptance of such bid and completion of such work, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER `�y�OUNTV,N OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork. net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 437 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 12,2005: RESOLVED, that the Town Board of the Town of Southold hereby accepts the bid of Robbins and Cowan Inc. in the amount of $2,929,972.58, as part of the renovation of the Solid Waste Management District Transfer Station, as modified in accordance with the recommendations of L.K. McLean Associates, P.C., as reflected in the attached Memorandum (See resolution V436 attachment), and authorizes and directs Supervisor Joshua Y. Horton to sign an agreement with Robbins and Cowan Inc. effectuating the acceptance of such bid and completion of such work, subject to the approval of the Town Attorney. 4721W&41 Elizabeth A. Neville Southold Town Clerk ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD r Town Hall, 53095 Main Road Y.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown. northfork. net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 438 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 12,2005: RESOLVED, that the Town Board of the Town of Southold hereby accepts the bid of W.H.M. Plumbing and Heating in the amount of $43,178.00, as part of the renovation of the Solid Waste Management District Transfer Station, as modified in accordance with the recommendations of L.K. McLean Associates, P.C., as reflected in the attached Memorandum (see resolution V436 attachment), and authorizes and directs Supervisor Joshua Y. Horton to sign an agreement with W.H.M. Plumbing and Heating effectuating the acceptance of such bid and completion of such work, subject to the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk LIMA A 437 South Country Road • Brookhaven • New Vork • 11719 (63 1) 296-8668 • FAX (631) 286-6314 EUGENE F. DALY, P ., P T O.E."', PRESIDENT and C 0 RAYMOND G. DIBIASE, P.E., P. T.0 E rM, EXECUTIVE VICE PRESIDENT JOSEPH F. CLINE, P.E., VICE PRESIDENT ROY R FULKERSON, P L.S., VICE PRESIDENT ALBERT T. DAWSON, P VICE PRESIDENT Douglas Feldman, PE Suffolk County Department of Health Services Office of Wastewater Management Suffolk County Center Riverhead, NY 11901 THS L. K. McRean Associates, P.C'��"��` Re: Town of Southold Transfer/Collection Facility SCDHS Reference No.: CIO -05-0005 LKMA No. 04-055 Dear Mr. Feldman: April 18, 2005 CONSULTING FWANFERS Associates CHRISTOPHER F. DWYER JAMES L. DeKONING, P.E. ROBERT A. STEELE, P RECEIVED APR 19 2005 Southold Town Clerk In accordance with your Notice of Incomplete Application — Commercial for the above referenced project, we have enclosed the following documents for your review and approval: 1. Copy of the incomplete notice for your convenience 2. SEQRA Determination from the Town of Southold 3. Letter from Applicant with regards to project usage and no SPDES Application required. 4. Public water availability letter from the SCWA 5. Copies of SCDHS Toxic/Hazardous storage permits (existing and pending) 6. NYSDEC Registration Form for the site 7. Information Missing and/or Plans Corrections made: clarification of the buildings gross floor areas — existing and proposed, water supply layout and water system details. S. Copy of original submitted sanitary plans with SCDHS comment notes 9. Four (4) sets of stamped revised plans Should you or any members of your staff have any questions or comments regarding this resubmission, please do not hesitate in contacting this office directly. Thank you for your attention in this matter. Cc: Town of Southold Very trul o �S! /Jose F. Cline, PE, Vice President L.K. McLean Associates, P.C. v' SCDI IS Sanitary Resubmittal March 2005 Y Founded in 1950 • Page I of I WWM-006'Rev SUFFOIUNTY DEPAR'fMEN'f OF HEALTH SFIWFS ' OM7WE OF WASTEWATER MANAGEMENT Id SUFFOLK COUNTY CENTER } RIVER,HEAD, NEW YORK 11901 NOTICE 1 (631) 552-2100 GMZ 4 NOTICE OF INCOMPLETE APPLICATION - COMMERCIAL TO: LK McLean Associates PROJECT NAME: Town of Southold 437 South Country Rd. Transfer/Collection Facility Brookhaven, NY 11719 REFERENCE NO.: C10-05-0005 SCTM NO: 1000-96-1-17.3 Your submission for the referenced project has been reviewed. This office will require the following for further review and/orapproval: ❑ Completed Application WWM-004 Engineering Report ❑ Processing Fee $ due ❑ Article 6 (Subdivision) Approval ❑ SEQRA Determination - Town ❑Water Quality Approval F-1Wetlands Permit or Waiver -NYSDEC /Town ® Pollution Control Approval for the fuel tanks and transfer ❑ Town / Village Zoning Letter ❑ Restrictive Covenants for: ® SPDES GP -95-01 form validated by NYSDEC ❑ Well Water Analysis Public Water Availabilitv Letter Suffolk County Tax Map Number Metes and Bounds Description Lot Size ❑ Key Map Distance to Cross Street Location/ Date/ Results of Soil Borings / Test Holes Floor Plans Gross Floor Area of Building(s)(clarify ) All Surface Waters Within 300 ft. Topographical Contours (5 ft. interval) Neighboring Wells and Sewage Systems within 150' of Property (or specify that there are none) ❑ Signature & Seal of Design Professional ❑ 5" x 7" Clear Area for Department Approval facility SCDPW Approval Review Board Determination P.E. / R.A. Certification of Existing Sanitary System Certificate of Authorization or Disclaimer DEC permit to operate this facility Storm Drainage Structure Locations Gallons/Day/Acre Sewage Discharge Sewage Disposal Design Calculations Location / Layout of Sewage System Profile / Details of Sewage System Sewage System Invert Elevations 50% Expansion Area for Leaching Pools Water and Sewer Service Line Location(s) Private Well Details and Location Design / Details of Water Supply System Existing Building, Sewage/Water System Location(s) ❑ Other: Project does not conform to Department Standards. See enclosed/ previously sent Notice of Non -Conformance. ❑ Comments: Please refer to the enclosed marked site plans for detailed comments concerning this project. In particular, all dead -ends on the water mains should be eliminated or terminated with approved hydrants. Please inleude an enlarged site plan that shows the lavout and details of the water mains and laterals. For example, show details of a typical water service lateral including curb and corporation stops Further, thrust blocks must be provided at all water main bends. Enclosed for your use is a copy of the Department's Guideline for designing water distribution systems. Note that the total site flow must include the sewage flows from all existing and proposed buildings. In addition, all gross floor areas must be included when computing the sewage design flow rates. PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) • OF VFJ'Al, STATTSTIa U&PRIAGE t4PHUX Rp,coI2D3 MANAGEMENT OFFICER rR17flDOM COF INFORMATION i7FFJCR OFFICE OF THF TOWN CLERK TOWN OF SOUTJ-10L 7 1d�1¢ ;i$1! 'i W1H.iI, fC�„d51 f'.Ca. Esc,.. 117P ti 119.4 LWi �IflNQ;;r '.-01 . I'LL, r6 a (cis i) 'oma 1 .l6 Telephone (6 1) 705-1800 �oathnldtaavr,nilithfnrk,nEt THIS IS TO C'ERTIF'Y THAT THE FOLLOWING RESOLUTION NO. 746 OF 2004 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUT14OLD TOWN BOARD ON OCTOBER 19,2004: WHEREAS, the Town Board of the Town of Southold has proposed to improve the. Solid Waste facility located in Gutehogue by construction of a 19,220 SF Town commercial and residential recycling and collection facility, including redirection of traffic flow utilizing anew entrance and exit; and WHEREAS, the Town Board has proposed to undertake the action itself and is therefore assuming lead agency status; and WHEREAS the proposed project is a Type I action pursuant to SEQRA.; and WHEREAS a Full Environmental Assessment Form (Parts 1, 2 and 3) dated June 2003 has been prepared and reviewed; and it is hereby RESOLVED that the Town Board of the Town of Southold determines that the proposed action will not result in a significant effect on the environment as evidenced in the contents of the Long EAF prepared for the Town Board by Nelson, Pope & Voorhis dated June 2003; and it is further RESOLVED that the Town Board adonts a Negative Declaration oursuant to SE RA. as more fully set forth in the Neeatiye Declaration form dated October 4, 2004 attached hereto, �O2�� Elizabeth A. Neville Southold Town Clerk An OFFICE OF THF TOWN CLERK TOWN OF SOUTJ-10L 7 1d�1¢ ;i$1! 'i W1H.iI, fC�„d51 f'.Ca. Esc,.. 117P ti 119.4 LWi �IflNQ;;r '.-01 . I'LL, r6 a (cis i) 'oma 1 .l6 Telephone (6 1) 705-1800 �oathnldtaavr,nilithfnrk,nEt THIS IS TO C'ERTIF'Y THAT THE FOLLOWING RESOLUTION NO. 746 OF 2004 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUT14OLD TOWN BOARD ON OCTOBER 19,2004: WHEREAS, the Town Board of the Town of Southold has proposed to improve the. Solid Waste facility located in Gutehogue by construction of a 19,220 SF Town commercial and residential recycling and collection facility, including redirection of traffic flow utilizing anew entrance and exit; and WHEREAS, the Town Board has proposed to undertake the action itself and is therefore assuming lead agency status; and WHEREAS the proposed project is a Type I action pursuant to SEQRA.; and WHEREAS a Full Environmental Assessment Form (Parts 1, 2 and 3) dated June 2003 has been prepared and reviewed; and it is hereby RESOLVED that the Town Board of the Town of Southold determines that the proposed action will not result in a significant effect on the environment as evidenced in the contents of the Long EAF prepared for the Town Board by Nelson, Pope & Voorhis dated June 2003; and it is further RESOLVED that the Town Board adonts a Negative Declaration oursuant to SE RA. as more fully set forth in the Neeatiye Declaration form dated October 4, 2004 attached hereto, �O2�� Elizabeth A. Neville Southold Town Clerk 1J JAMESBUNCHUCK SOLID WASTE COORDINATOR April 4, 2005 SOUTHOLD TOWN SOLID WASTE DISTRICT Douglas Feldman, PE Suffolk County Department of Health Services Office of Wastewater Management Suffolk County Center Riverhead, NY 11901 Re: Town of Southold Transfer/Collection Facility SCDHS Reference No.: C10-05-0005 LKMA No. 04-055 Dear Mr. Feldman: P.O. Box 962 Cutchogue, New York 11935-0962 Tel: (631) 734-7685 Fax: (631) 734-7976 dsw@town.southold.ny.us In accordance with your Notice of Incomplete Application, I am writing to summarize proposed operations at the above mentioned facility. The Town of Southold operates the transfer facility, which accepts waste and recyclables generated within the Town for transfer to out of town facilities. Materials are delivered by garbage haulers as well as residents themselves, and include a limited amount of commercial waste (though accepted at the Town facility, most commercial waste generated within the Town is handled privately). All materials are then loaded into long-haul trailers and ultimately disposed of or recycled at out of town facilities. As the existing facility was not designed as a long-haul transfer station, or to house current, required recycling operations, some activities — including the recycling dropoff by residents as well as the actual transfer of waste into trailers — are conducted out of doors. Construction of the larger transfer station building will allow all operations to be brought indoors or under cover. It will provide a clean, protected environment for all users, reduce litter and off-site noise, improve vector control, and allow for consolidated operations thereby increasing the efficiency of all waste handling activities. All municipal solid waste (MSW) and recyclables will be loaded in bulk for delivery to other permitted recycling or disposal facilities. As per the conditions of the Town's transfer station permit from the DEC, the facility cannot accept liquid wastes. Also, materials will not be stored in any area subject to precipitation or water. Therefore, the transfer building has no floor drains or water -supply lines proposed and the Town does not anticipate the need for them at this time. (over) r, t February t4, 2005 L. K. McLean Associates PC 437 South Country Road Brookhaven, NY 11719 Attn: James DeKoning PE Re Sau±held LandfL Transfer Statim SCTM# 1000-96-1-17.3 File# 4239875 Dear Mr. DeKoning: 2045 Route 112, Suite 1, Coram, FIa_w York 11727-;085 1) 608' 95100 FAX (6 1) 698-9851 The Suffolk County Water Authority has received your application for water service for the above referenced parcel. The parcel is designated in the SCWA's Five Year Water Supply Plan for the North Fork as eligible to receive public water service. Accordingly, this Letter of Water Availability is issued. There is an existing main located on Middle Road (CR 48) which can serve this parcel. Due to the limited supply from the Evergreen Pump Station, the maximum peak demand will be limited to 10 to 15 gpm. This Letter of Water Availability is not to be considered an action by SCWA as defined by the New York Environmental Quality Review Act or a determination that the parcel is approved for building. You are responsible for obtaining any other permits or approvals that are required for the proposed project. SCWA shall not be required to provide water for the parcel until all of the other approvals have been obtained. Please contact our New Ccnstnnehon Department dur;-", our normal bashes-- hours at (631) 698- 9500, 8:30 a.m. to 5:00 p.m. Monday through Friday for more information regarding the fees and other conditions of service. Very truly yours, Lawrence E. Anderson Assistant Manager LEA:as • COUNTY OF SUFFOLK 0 ROBERT J. GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES %d00 MARY E. HISBERID, M,D., M.P.H. COMMISSIONER INTERIM PERMIT TO OPERATE HA9.ARDOUS/TOXIC MATERIAL STORAGE FACILITY Facility: TN OF SOUTHOLD TRANSFER STA. SCDHS ID# 10-0184 Address: County Rd. #48 Job #HM94-303R1 Cutchogue, NY 11935 This document is an Interim Permit to Operate the following haz- ardous/toxic material storage facilities. This permit is not transferrable and is granted subject to compliance with the provisions of Article 12 of the Suffolk County Sanitary Code. This Interim Permit can be revoked upon failure to follow the ap- plicable provisions of Article 12 or comply with any special conditions of issuance. This Interim Permit is valid for a maxi- mum of one year from the date of issuance and it will expire upon the issuance of the formal Permit to Operate. The formal Permit to Operate will be mailed to the facility and the owner. A copy of this interim permit must be available at the facility. Storage Facility # Capacity Type of Material Stored 2 275 GAL. WASTE OIL 3 275 GAL. WASTE OIL 4 1265 GAL. DRUM STORAGE Date Issued: 10/4/95 Issuing Official: cc: Facility Owner: TOWN OF SD / e /��%0 MAH, 53095 Mainn RoadRoad Southold, NY 11971 J0WAt trryq . SR. PUBLIC HMTM+ SANITARM (516) 854-25 15 HORSEBLOCK PLACE • FARMINGVILLE, NEW YORK 11738-1220 • FAX #854-2505 0 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY ROAD BROOKHAVEN, NEW YORK 11719 TO: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES_ BUREAU OF ENVIRONMENTAL ENGINEERING 15 HORSEBLOCK PLACE FARMINGOALE, NY 11738 LETTER OF TRANSMITTAL OF SOUTHOLD TRANSFER STATION )SED TANK IMPROVEMENTS We are sending you Attached 0 Under separate cover via the following items: Shop Drawings Prints X Plans Specifications Copy of Letter Change Order X Other: PERMITS Samples Co ies Dat e No. Sheets Descri tion 2 1 1/5/2005 2 PROPOSED TANK PLAN AND DETAILS 2 1/6/2005 2 APPLICATION FOR PERMIT TO CONSTRUCT 2 1/7/2005 1 SCDHS TOXIC/LIQUID STORAGE REGISTRATION FORM These are transmitted as checked below: X For Approval Copies for Approval Submit No Exception Taken For Review and Comment For Bids Due Approved as Noted For Your Use Copies for Distribution _ Make Corrections as Noted Other: Resubmit Returned for Corrections As Requested Prints Returned After Loan to Us REMARKS: PLEASE NOTE THE FACILITY IS PREVIOUSLY REGISTERED AND THIS REQUEST IS FOR IMPROVEMENT TO THE TRANSFER STATION / RESIDENT DROP-OFF FACILITY. UNFORTUNATELY THE PROJECT IS FAST PACED AND YOUR AID IN THE PERMIT REVIEW WOULD BE GREATLY APPRECIATED. THANK YOU. Copy To: FILE Signed: � �fAit:('` T .. "a E� 3 �t1l�tfr, 1 Ir" L NVIRONIA1Fh)7AL. LsUialC•1f—R:I"tfPl�?� 1i f-iC:RSEBLOCK' PLAC;F_ FAF?(vllt`vG.-. VILLE, N,Y. 1 i73S APPLICATION FOR PERMIT TO CONSTRUCT TOXIC -1, HAZARDOUS MATERIALS STORAGE FACILITY Complete both sides of this form FACILITY NAME STREET,ADDRESS CITY PHONE NUMBER COUNTYROAD 48 CUTCHOGUE STATE; NY rIp: 11935 .631-734-7685 CONTACTPERSON: JAMES BUNCHUCK — SOLID WASTE COORDINATOR PROPERTY TAX MAP NO. DISTRICT 1000 SECTION 096 BLOCK LOT 17.3- FACILITY 7.3 - FACILIiYOWNER :TOWN OF SOUTHOLD STREET ADDRESS : 53095 MAIN ROAD CITY SOUTHOLD STATE.: NY zip; 1 1971 PHONE NUMBER :631-765-1889 CON-rACTPERSON: JOSHUA HORTON — SUPERVISOR FIRM NAME L.K. MCLEAN ASSOCIATES P.C. STREET ADDRESS; 437 SOUTH COUNTRY ROAD CITY . BROOKHAVEN STATE NY Ztp; 11719 PHONE NUMBER ; 631-286-8668 CONTACT PERSON: JOSEPH F. CLINE, PE **** OFFICIAL USE ONLY **** SCDHS JOB NUMBER COMPLIANCEOF MLK COUNTY SANITARY CODE AND APPROVED FOR CONSTRUCTION 7,9S PERMrr EXPIRES ON APPROVALAPPROVING ENGINEER 3 0 Nun�h- MudO Nuqlbe" N"', 'Axa El I a p 0 8 Li d i xi i C,, 5, 0 i�i i a La CONSULTING ENGINEER '-Nop�! JOSEPH F. CLINE, PE L.K. McLEAN ASSOCIATES 2 X X 1 0 0 0 0 9 6, 0 0 0 1 Q 1 7 3 0 0 TOWN OF SOUTHOLD - COUNTY ROAD 48 6 1995 X; X TRANSFER STATION 1,265 CUTCHOGUE NY 11935 1996 X - _ 631-73,1-7CC4 TOWN OF SOUTHOLD 53095 MAIN ROAD SOUTHOLD PROPOSED 2005 X _. NY 11971 631-761-188S 2 X X 275 6 1995 X' ^' X 3 X X 275 6 1995 X; X 4 X X 1,265 15 1996 X - _ X X X X 500 6 PROPOSED 2005 X . -PROPOSED X X X 1,000 7 PROPOSED 2005 X x Y. JOSEPH F. CLINE, PE CONSULTIIii; _. _. ENGINEER. New York State Depal Division of Solid & Hazarn Bulding 40 - SUNY, Stony Brooi Phone: (631)444-0375 • FAX: Webatte: www.dec.state.ny.us James Bunchuck Solid Waste Coordinator Town of Southold P.O. Box 962 Cutchogue, New York 11935 Re: C&D Registration Dear Mr. Bunchuck: December 17, 2003 d 74J�o . Erin M. Crotty Commissioner Enclosed is a validated copy of your registration form submitted to the New York State Department of Environmental Conservation pursuant to 6 NYCRR Part 360. This lever only acknowledges receipt of your registration form and does not, in any way, verify that the information which you provided on the form is true or correct. Also, please be advised that the validation of this registration is contingent upon you being the owner or having legal authority to use the described site. In addition, you are responsible for obtaining any other permits and approvals that may be required; and for complying with all other applicable State and Federal laws, rules, regulations and all other applicable local ordinances including, but not limited to, zoning ordinances, building codes, Fire Marshal codes, etc. This registered activity shall in no way conflict with any mined land reclamation permit and approved reclamation plan. You are reminded that 6 NYCRR Part 360 contains various requirements that must be followed to warrant your facility's continued status as a registered facility. This information was provided in the registration package_ if you have any questions regarding this matter or need an additional copy of the registration requirements, please contact me at the above telephone number. Aerely, ava, P.E. Regional Solid and Hazardous Materials Engineer cc: Igor Sikiric, NYSDEC File /'1 1` J. J i NEW YORK�SYA7 'UPARTMENT OF ["IRONIIENTAL CONSERVATION DIVISION OF SOLID b HAZARDOUS MATERIALS 0 REGISTRATION FORM FOR A SOLID HASTE MANAGEMENT FACILITY �lhIage eg`i ro" fvJlJoP all instructions before Completing orm PI.. T~ nr print alearly THIS IS NOT A IRA MNIT J DEPARTMENT USE ONLY DIC REGISTRATION 0 15 la LAS la W a< DEC AONINISTRIITION P DATE RECEIVED 1. FACILITY MAIZE AND LOCATION Z. FACILITY OIINER'S RAME Southold 'loran Tr3T)gfer StAti.On Town of Southold Street County Rrl. .n1n, Ilei l log Address =i3095 City/Yilloga (:UtC!1047ve City/Toes/Fills¢ 50utti1016 Toren Sout�1014 County Suffolk State/Zip Cods '?rev York, 11971 To] PI aabw f31 )734-7635 TolepNmie Nubs 031) 755»1!399 S. FACILITY OPERATOR'S NATE (if different) 4. SITE OWNER'S NNE (1f different) Hailing Address Nailing Address City/TarNVillage City/Torn/Villgea State/Zip Cods State/Zip Cede Tel 0, Number ( ) TaleplwM Number, ( ) S. TYPE OF FACILITY REGISTRATION Palmae a1V applicable bases) 0 Incinerators or Pyrolysis Units OWatte TireSRetreaders E360 -13.1(d)(1)(1)] •i7ci Sludge Storage Facilities (960-4.1(c)7 13f11d)li)(ii)yr On-site Energy Recovery DW 0`1tCl ft`11g Debris Landfill* thrr �- or lag E3Tire Dealers Selling Waste Tires [360-13.1(d)(1)(11f)J 15ta)tiog twplcio111 Iomled/ traotad) C3Tin Numfacturing Facilities E360-13.1(d)(1)(1v)] QTr.11% roe! Y1 0G leee�tdtN0.�0o OpD 0-rirda. ! tons of y 00WMe70 1 Am [as0-I1 ❑ s1 1 ittt" NO 11vr��a p�1 Reeogniz 13Tro f'r Sett4imsye(anniciimlig Wry syt Pa�aedit. OrINt, Soi) ratted) or�6.1(dl t rod1.0pperra -'s9ownrtrca7ne lzedtsodpaNawwau�te wamw6ellYSo�P6�0WL3. (2 of (1)i )] Aandl1ig0bod Ra Wry Fac ttei L960 -1Z• 1'clables 01bmeetwt teddUnadu��P�1tW Woad Processing Facilities Tran f.ar >tahior alai Cln• Tnta•�inar�d Other Faetlitin not specifically described specify iypeConstrtaeCtlon 3n:1 '3:+lil?Iit10;1 C)E^YiS 6. SOLID WASTE - 7. OPERATIONS SCIEDU.E - Normal oahedula or operation a. List Meath and/or maito be a Cons*Xaction S '7.:'1A o m .. K. n;) Wim, 7 .? 3y.z ear weak b. queatity (epetify Unie ieatructtk NAME($) OF ALL MUNICIPALITIES SERVED designespscity A t0T1S �� ' Town of storage as sits__1L- 9. CERTIFICATION: 1 hereby affirm raider penalty of perjury t Information provided an this fang sad attwhad 'etateeasts and exhibits was prepared by r or under my superviolan and Teotion and is true to the boat of my knerledga and belief, and that I have the .uthority q (title) of'1',awn ,If to sign this regtstratiee form Parma nt to 6 My= Part W. fly signing this registration fora. I affirm that I have road the applicable regulatioll Conditions of the registration r"ufrmeants. I an Oram that any false 9tatgast Made herein is punishable as a Class A misdeaaanor purmuapt to Section 210.45 of the Penal Ler. Printed/Typad Are Stgeature Year ,;,,;•,I1� motor - / 1 1 �' �' REGISTRATION FACILITY COPY - COPY SITE DATA: �,. SCTM No: 1000-096-01-17.3 In'` Zoning: LL- Light Industrial e Area of site: 60.9 acres 'w 1f �' Existing Bldg. area: 11350 SF' Ia Prop. Bldg. area: 12,500 SF SITE° Total Bldg. area: 2 50 S + IP Pavements: ,000 SF Prop: 5,200 SF Landscape areas: Exist: 142,000 SF Prop: 38,000 SF Private wells exist within 150' of the property line. No waters/wetlands within 300' of property. SITE LOCATION MAP \ J 6=341 1 " = 200' �'r GENERAL NOTES: 1. WHERE SANITARY SYSTEM BE INSTALLED, ALL UNSUITABLE MATERIAL SHALL AREAS BE REMOVED AND THOSE AREAA S BACK FILLED WITH SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. 2. THE MINIMUM DISTANCE BETWEEN SANITARY AND STORM DRAINAGE STRUCTURES IS 20'; THE MINIMUM DISTANCE BETWEEN WATER LINE AND SEPTIC STRUCTURES IS 10'; THE MINIMUM DISTANCE BETWEEN WATER LINE AND STORM DRAINAGE STRUCTURES IS 10. THE MIN. DISTANCE BETWEEN WATER & UNDERGROUND ELECTRIC/TELEPHONE LINES IS 10'. 5 ek 1000-96-01-20,1 jY a gg¢ ` .. 0C—' PRIVATE WELL NOTE: THE PROPERTY OWNER HAS INSTALLED WELL FOR IRRIGATIONIVEHICLE MAINTENANCE AND HAS PLANS PRIVATE WEL 1000-96-0-19.1 • s d TO CONNECT TO THE WATER MAIN ON CR48 FOR DRINKING WATER- ATERSINCE THE WELL IS NOT FOR POTABLE WATER, THE SINCE MINIMUM SET BACK REQUIREMENTS WERE NOT.PHOWN. Y a ®•°1000-96-01-1 T'PRIVAT LL ' / PRIVATE WE L DATE 1000D -96 -OI -182 DEBCRIDTION APPROV. BY SITE PLAN SCALE: 1" = 80' ' DATE BY DEBCRIDTION APPROV. BY REVISIONS TOWN OF SOUTHOLD L,KALA SUFFOLK COUNTY, NEW YORK SOUTHOLD LANDFILL (TRANSFER STATION & RESIDENTIAL DROPOFF DESIGN) �eeb E'91 Y09 �' PROPOSED SANITARY SITEPLAN L. K. McLEAN ASSOCIATES, P.C. .� ° CONSULTING ENGINEERS COUNTY DEPT. OF HEALTH SERVICES ' 510V 487 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK Designed By: EPA Scale: AS NOTED Dwg. No. Drawn By: EPA Date: JANUARY 2005 IS -1 E P PROPOSE/D SANITARY /10, SYSTEM �6. 1 Vit: �SANITAR)/ TEST HOLE /1 OPOSED WATER ER SERV 0E LIN v\1 J a • / 3 EL /i / a) NO. 1 - SCALE HOUSE SEPTIC SYSTEM - 900 GALLON SCALE: 1 " = 20' 0 MIXED SAND AND LOAM PALE BROWN FINE TO COARSE SAND WITH 5% GRAVEL (SW) 17'1 NOTE: NO WATER ENCOUNTERED ROTE_ THE TEST HOLE WAS PERFORMED BY McDONALD GEOSCIENCE OF SOUTHOLD ON JANUARY 20, 2005. SANITARY TEST HOLE 1 NOT TO SCALE PRIVATE WI 1000-96 �R I�a EXISTING TRANSFER STATION VVI' M AND / / / N NO, 3 4" CURB STOP VALVE NO. 2 - ADMINISTRATION BUILDING /NO. 3 - 0&M BUILDING SEPTIC SEPTIC SYSTEM - 900 GALLON SYSTEM - 900 GALLON SCALE: 1 " = 25' SCALE: 1 " = 25' 0 0. n MIXED SAND AND LOAM 51 BROWN SILTY SAND (SM) BROWN SILT (ML) PALE BROWN FINE TO COARSE SAND WITH 20% GRAVEL (SW) PALE BROWN FINE TO COARSE SAND (SW) NOTE: NO WATER ENCOUNTERED NOTE; THE TEST HOLE WAS PERFORMED BY McDONALD GEOSCIENCE. OF SOUTHOLD ON JANUARY. 20, 2005. SANITARY TEST HOLE 2 NOT TO SCALE L9 ASPHALT.,I, � 0 x IY MIXED SAND AND LOAM" r%• PALE BROWN FINE TO COARSE SAND (SW) 17"1 NOTE: NO WATER ENCOUNTERED NOTE: THE TEST HOLE WAS PERFORMED BY McDONALD GEOSCIENCE OF SOUTHOLD ON JANUARY 20, 2005. SANITARY TEST HOLE 3 NOT TO SCALE COUNTY DEPT. OF HEALTH SERVICES LICAASUFFOLKOUTHOLDLANDEPWrYORK TOWN OF SOUTHOLD (TRANSFER STATION & RESIDENTLV. DROPOFF DESIGN) �•�P a. og $ �A 0 55101W`V� PROPOSED SANITARY SYSTEMS L K. MCLEANASSOCUTES, P.C. 49'1 SO. COUNTRY ROADGBROORHNAVEN NEW YORK Designed By: EPA Scale: AS NOTED Dwg. No. Drawn Hy. EPA Date: JANUARY 2005 dS-2 RELOCATED ADMINISTRALION BUILDING SEWAGE DISPOSAL SY DESIGN - NON MEDICAL OFFICE SPACE* BUILDINGS FIRST FLOOR ELEVATIONS: . • NO.1 - SCALEHOUSE=57.2 NO.2 - ADMINISTATION=59.8 Septic Tank NO.3 - 0&M BUILDING=49.0 Required: 600 SF x 0.06 GPD/SF x 2 Day Flow = 72 GPD GRADE ELEVATIONS: Provide: (1) 900 Galton Circular Septic Tank = 900 GPD NO.2 - SCALEHOUSE=53.9 NO.2 - ADM N S CAST TRAFFIC BEARING / CAST IRON FRAME AND COVERS FINISHED GRADE TRAFFIC BEARING LAST IRON FRAME AND COVER MANUFACTURED BY CMi6ELO PATTERN No. TYPE A 1503 OR EQUIVALENT AND SET TO GRADE ILDION=57.1 N0.3 - 0&M B ILDING=49.0 Leaching Pool emLdNG OuiLET EIEVAnoxS; wo.t - SYALEHOISE=62A - AOWNISTATIONx33.6 ADM 6" MIN. < ;• H-20 TRAFFIC 8" THICK 10' DIAMETER TRAFFIC BEARING SLAB 4 12" MINIMUM 44" MAXIMUM Required: 36 GPD / 1.5 GPD/SF = 24 SF, USE MINIMUM 300 SF f��_N01 =D j(7/7�I Nu - BNL01NCzOS DIA. CAST IRON C A85 2400 4" 0 1' MAX;; 4" BEARING S1AB TB" MIN. 011ilFi AVERT ELEVATIONS: 0.1 - SCALEHOU =St.N 110.2 - AOLIIN13TAT10NSO.S - 3 Q" ;,. Provide: (1)10'-0" Diameter x 10'-0" High Precast Concrete Sanitary Rings F/d PIPE PITCHED NLN. 1(4" PER FOOT 3- INLET INVERT ELEVATIONS: N0.1 - SGALENWVD=52A G" 1 " NOS -ORM MIWwG=4aa OWLET INVERT ELEVATIONS: MIN. 4" DIA. SCHEDULE. 80 PVC PIPE NO.1 -SGL... E=519 PITCHED MINIMUM 1/8" PER FOOT � e o T 00 0 3'L7 = - '® � m (10' Diameter Precast) 31.4 SF/VLF x 10'-0" VLF = 314 SF NG3 - AOMINBIP NG=96A X0.3 - OkM fiN dNG=NA B 1 LOW UNE . 0.2 - AOMMSTARON=349 N0.3 - O&M B01lDMG=46.8 MIN. 4" DIA. SCHEDULE. 60 PVC PIPE TTP. 10'-0" w 6 PITCHED MINIMUM 1/8" PER FOOT Future Expansion y F 1 T 1 BACKFILL MATERIAL e o _ r 3'-0' Required 50°/D of leaching capacity PVC GiL�ND AND Rnv vee 3'7 LL B TEE -6 DIA. o o TYP w '® \eONE Provide: (1)10'-0" Diameter x '-0" High Precast Concrete Sanitary Rings PER DISTRIBUTION LINE 14" MIN. T o A 8 DIAMETER SECTION A - A OINLET I.OuilEi ® LEACHING MATERSIAITAUT S.C.D.H.S. APPROVED NOTES: LEACHING POOL RELOCATED SCALE HOUSE SEWAGE DISPOSAL SYSTEM DESIGN - NON MEDICAL OFFICE SPACE i. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. 2. FRAME & COVER SHALL BE CAMPBELL fOUNORY CO. PATT N NO. 1502 OR APPROVED (NOT T EQUAL. 3. PROVIDE BRICK AND MORTAR CHIMNEY AS REQUIRED. ( IMUM 3" THICK) PLAN Septic Required: 180 SF x 0.06 GPD/SF x 2 Day Flow = 22 GPD �@�Qp �d ' a� PROPOSED 900 GALLON SANITARY SYSTEM DETAILS Provide: (1) 900 Gallon Circular Septic Tank =900 GPD TYPICAL OF 3 SYSTEMS Leaching Pool Required: 11 GPD / 1.5 GPD/SF = 8 SF, USE MINIMUM 300 SF Provide: (1) 10'-0" Diameter x 10'-0" High Precast Concrete Sanitary Rings (10' Diameter Precast) 31.4 SF/VLF x 10'-0" VLF = 314 SF Future Expansion Required 50% of leaching capacity w Provide: (1)10'-0" Diameter x 60" High Precast Concrete Sanitary Rings OPERATIONS & MAINTENANCE AREA SEWAGE DISPOSAL SYSTEM DESIGN.- GENERAL INDUSTRIAL SPACE Septic Tank Required: 2,400 SF x 0.04 GPD/SF x 2 Day Flow = 192 GPD Provide: (1) 900 Gallon Circular Septic Tank = 900 GPD Leaching Pool Required: 96 GPD / 1.5 GPD/SF = 64 SF, USE MINIMUM 300 SF Provide: (1) 10'-0" Diameter x 10'-0" High Precast Concrete Sanitary Rings (10' Diameter Precast) 31.4 SF/VLF x 10'-0" VLF = 314 SF Future Expansion Required 50% of leaching capacity Provide: (1) 10'-0" Diameter x3'�" High Precast Concrete Sanitary Rings TOTAL PROPOSED DESIGN SEWAGE FLOW RATES = 72 + 22 + 192 = 286 GPD ALLOWABLE SITE SANITARY FLOW Groundwater Management Zone: IV /�.✓y' A� Allowable flow for -site 600 GPD/ACB 600 GPD/AC x 60.9 AC = 36,540 GPD,-- AVAILABLE PD AVAILABLE CAPACITY FOR EXISTING SYSTEMS AND FUTURE EXP 36,540 GPD - 286 GPD = 36,254 GPD EXISTING SANITARY SYSTEMS Existing Breakroom Trailer to Remain Bathroom only for 30 employees iff"WiIlL "JI11E 0 PLAN / SECTION A - A TYPICAL EXTERIOR HOUSE TRAP PIT & FRESH AIR INLET (NOT TO SCALE) COUNTY DEPT. OF HEALTH SERVICES 4 0 • Contract A Robbins & Cowan 3,457,956.00 Wenger 3,688,941.50 Terry Contracting 3,707,692.00 Frandolph 3,709,009.00 Galvin Brother 4,019,817.50 Hawkeye 4,727,727.00 Newborn Const 4,949,494.00 Contract C WHM 43,178.00 Lynda Brook 47,800.00 Heating & Piping 60,000.00 Contract D Ocean Electric 226,723.00 Rollands 242,131.00 Elder 286,000.00 Hinck 319,700.00 JP Daly & Sons 445,400.00 NOTE: Bids have not been examined or checked yet ems. �o 7'AA 76, � �s7 9SC 44 72 -7 i 70�� ooy /11, J/yl 740 lA/ 4j e `OCCT4 J /ufc,61 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER �OF SOUryolo ��yCOUP ,fi n OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD April 21, 2005 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork. net The Attached bids were given to Chris Dwyer, McLean Associates for review. a16' < 'j_2 , _ a Newborn Construction, Inc, 61 Clinton Street PO Box 624 Center Moriches, NY 11934 RECEIVED APR 2 1 2005 SeV*Old town Cletk o\(\ 4 SDiJ'\,O� C m Galvin Bros ,1nc 149 Steamboat Road Great Neck NY 11024 0 0 I To: FRENDOLPH CONSTRUCTION CORP. 399 ROUTE 109 WEST BABYLON, NY 11704 TOWN OF SOUTHOLD SOUTHOLD LAND FILL TRANSFER STATION & RESIDE DROP-OFF C DKn-R C 1KC 007 )e-ST AU IA) �"Tpr F,�, E C RECEIVED I -o vitj So U -r /- APR 2�1 2005 FRAO-S'-FER 5-F47/ ofi &ID C Southold Town Clerk L.D. Wenger Construction 7'70 Railroad Avenue k Gti��� L°6r RECEIVED 0 n ROBBIN5 & COWAN, INC. GENERAL CONTRACTORS SINCE 1965 179 NEW YORK AVENUE HUNTINGTON,NY 11743 TEL:631-271-2324.FAX:631-271-2335 TO: �cfJ a �vTtscx c� 2Rsni �t C2 f�Ckas.r-l;Z7y-lT./i� �cz.c�� _ o t=t✓ '�QrJRI 6F SOLJTM 0 12 ' 7� : ►iA TCKVST:U. SiTmal & Omlea LYron� * CAA -5-8- 4,00 0 a q To, rA I ' RECEIVED 1 tl • vf-J-YC e 1Q.d i0np • f 16.'06 0 0 sbo�� TARIFF Sy rendering materials for shipt-an: via Form Seas, ris Messenger Service, In., ('Feu Season') the shipper agrees to the tones, and cOadi4ms stated in gas bwW ltd with the NYS Dept. of Transportation 09589. LIENS ON GOODS Four Seasons shat! haws lien on any goods shipped for freight charges, advances, customs duties or other charges of any kind arising out of haersportitloa 1laraundel any may refuse to surrender possession of the goods until such chargee are paid. LIMITATION OF LIABILITY In consideration of the rate charged, it is agreed that the value of fire sh;pment, whether consisting of one or mora packagesis not grea'er then $100, and thal the Ife- bility of Four Seasons forltoss or damages in connection With the shipment, irrespective of the causeof such losc w damage, including, but not limited to, gross negligence, is $100, unless a greater value is declared of the time of the shipment and an increased charge basad upon such greater valuation, is paid, Base Transportation Rete pus .so cents for eaci. $100 A0 or fraction thereof of value c excess of the valuation to which the bass, transportation rate applies. Further, to give Four Seasons reasonable opportunity Ic protect shipments of highvalue items, such as, but no! !iniad to, furs, jewelry, negosabia securities, etc., it is agreed that no shipment of any r.'gh-value items Evil b, made rh'ough Four Seasons Without ins shipper first declaring the value of such reams at die time request for service a made. ff, after due noire to Four Seasons, Four Seasons accepts such high-value item for delivery, The same limitations of liability based upon the declared value of me shipment and the pay- ment of addr6onal charges as hereinabove stated shall appy. Tho shippers failure to give Four Seasons due notice of shipments of high-value Now shall relieve Four Seaecos from any and all liability for loss or damage irrespective Of the cause of such loss or damage, including gross negligave. Four Seasons is not liable fa any Ione or damage. caused by Acts of God, Acts of Public En.rmies, Acts or Mandate of Public Authority, the inherent nature of the property being shipped, Or any lose or damage caused by fault of this shipper. CLAIMS Any claims against Four Seasons regarding loss or damage Of any kind must be made in writing to Four Seasons within 00 days of receipt of the shipment by Four Seasons, Claims not made Within such 30 -day period shall be deemed waived by the shipper. Should any claim in an amount w access of m6 foregoing knits of liability be assail d against Four Seasons by any third party loss or damage to merchandise shipped fareurMar, the shipper agroee to hold Four Seasons harmless as against arty such clear, irrespective of the cause of such toss or damage, including gross negligence. APPLICATION TO AGENTS, EMPLOYEES AND SUBCONTRACTORS The farms and conditions heretofore stated, including, but sol limited to, the limitations of IiabilN, apply to Four Seasons, its sew" agents, employees, and independent subcontractors hired by Four Seasons. ATE RIALS NOT ACCEPTED Currency Stange Tobacco Jervaky Precious Metal Works of Art Bullion Fite Arms Precious glories Gashises Checks - panwmblw Explosives Antiques -Macy Offers Travelers Checks Phrmac o tical Plarrle Areal Liquor Drugs Foodstuffs Lewd, obscene or panographic materials. Negotiable instruments in bearer form. Industrial carbon; or diamonds. UTA restricted articles including hazardous or combustible w rise. Property the carriage Or which is prohibited by any law, regulation or swule of any federal state a•.lowr govamf N$nt from 10 Or through which the shpnwnt may be tamed. M Ocean Electric Corp. 99 Mariner Drive Southampton, W 11968 30 SOU -V oc l.Pbfi L.o or► C) DENTIS IV -D Ar SvtiIi _:; 'ov,-: (_ 1-1fk 0 • 0 5 U y5 A4 AN IL 6 ,9 p RECEIVED vr<o©'Ptfil II �171 APO 2 1 2005 Southold Town Clerk pfd L C3 /2 a a/� iii l�l.� XOA-/6 11-2Y1 • «-j-AAAusy��2 sT�7-io t}�va ��si�ENrr�� O/ZL o��„ IFP. DALY & SONS, INC. 88A BROOK AVENUE DEER PARK, NEW YORK 11729 RECEIVED q. iSAtA APR 21 2005 Southold Town Clerk 7&wn S3�as /riG» Ro�� SO cJTha I �, /V lq-7q 7-61,'/7 c)erh' 0 n U 0 RECEIVE® APR 2 1 2005 a 11 iAYVN Southold Town Clerk ig & Piping Specialties Corp. lox 477 1, NY 11948 RECEIVED APR 2 1 2005 Southold Town Clerk } 0 SEALED BID ENCLOSED FOR, TOWN LANDFILL - TRANSFER n SOUTHOLD STATION AND RESIDENTIAL DROP - OFF Q ' CONTRACT C - PLUMBING CONSTRUCTION Bid date 4-21-05 at 10:00 AM RECEIVED APR 2 1 2005 Southold Town Clerk } 0 15/04 '05 FRT 14:14 FAX 631. 765 6145 SO1711OLD TOWN CLERK Z 00 TX REPORT TRANSMISSION OK TX/RX NO 1365 CONNECTION TEL 92866314 CONNECTION ID ST. TIME 15/04 14:13 USAGE T 00'32 PGS. SENT 1 RESULT OK ELIzABETH A. NEVILLE TOWN CLERK REGISTRAR. OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER I �our�v, Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northtork. net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F A X Ou'C-NT To: Jamie — ("S I "l From: Lynda M Bohn Re: More Bid Specs Transfer station Date: April 15, 2005 Pages: 1 including cover C V- �w r m'k Y- RPR -10-2005 14:56 FROM: . TO:16317656145 P.2'3 ADDENDUM NO.5 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD TOWN LANDFILL —TRANSFER STATION & RESIDENTIAL, DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: April 18, 2005 Acknowledge receipt of this Addendum No. 5 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification. This addendum forms part of the Contract Documents and modifies than as follows: Please note the following clarification: Drawing 14 — Weigh Facility Plan & Details Section A -A — The foundation wall and footing detail should have the satne reinforcement as shown in Section B -B (directly below). A vertical tie of #4 every 18" on center extending from the footing into the wall with two (2) #4 bars continuous through the length of the poured footing. AI I concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 15 — Site Weigh Scale Details_ note the following Plan View for Scale Foundation: Change scale from 1" = 6' to 1" = 8' The approach ramps shall be reduced to 20' long (typical of 4) and 30' overall length. All footuig, elevations and slab information will remain the same. Section A -A: Change scale from I"= 5' to I"=6' All concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 17 — Gas Venting Plan & Details In the End View of the Gas Migration Trench Extension Detail (bottom of sheet) the width of the trench should be 3'-0" minimum. The stone aggregate used to surround the slotted and solid PVC pipe should be sub- angular stone furnished by the Owner. ADDENDUM. NO. 1 - Page I of 2 RFR-18-2005 14:56 FROM: TO:16317656145 ADDENDUM NO.5 Drawing 40 — Site Details All structural concrete and concrete used to manufacture drainage structures shall have a compressive strength of 4,000 PSI at 28 days. 0rawiug E-1 —Electric Site Plan The feeders for the New 600 Amp Trans S and the MBP Panel shall be 4-500 MCM in 4" conduit. Emergency lights are called out in Spec. Section 16510, Item 3, and page 24 of 36. Site lighting, all poles shall be single head only—no two head poles. Reconnection of the generator shall be to the proposed Mechanical Room within the Transfer Station and location of the MBP Panel. ADDENDUM NO. t - Page 2 of 2 APR -18-2805 14:56 FROM: • T0:16317656145 F.213 • ADDENDUM NO.5 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SO UTHOLD TOWN LANDFILL —TRANSFER STATION & RESIDENTUL DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: April 18, 2005 Acknowledge receipt of this Addendum No. 5 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification, This addendum forms part of the Contract Documents and modifies therm as follows: Please note the following clarification: Drawing 14 — Weigh Facility Plan & Details Section A -A — The foundation wall and footing detail should have the same reinforcement as shown in Section 13-D (directly below). A vertical tie of #4 every 18" on center extending frons the footing into the wall with two (2) #4 bars continuous through the length of the poured footing. AI I concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 15 — Site Weigh Scale Details: note the following Plan View for Scale Foundation: Change scale from I" = 6' to 1" = 8' The approach ramps shall be reduced to 20' long (typical of 4) and 30' overall length. All footing, elevations and slab information will remain the same. Section A -A: Change scale from 1" = 5' to I" = 6' All concrete shall have a compressive strength of 4,000 PST at 28 days. Drawing 17 — Gas Venting Plan & Details In the End View of the Gas Migration Trench Extension Detail (bottom of sheet) the width of the trench should be 3'-0" minimum. T1ie stone aggregate used to surround the slotted and solid PVC pipe should be sub- angular stone furnished by the Owner. ADDENDUM NO. 1 - Page 1 of 2 RPR -1R-2005 14:56 FROM: ADDENDUM NO, 5 Drawing 40 — Site Details TO:1631165614-� --.._ All structural concrete and concrete used to manufacture drainage structures shall have a comptessive strength of 4,000 PSI at 28 days. Drawing E-1 — Electric Site Plan The feeders for the New 600 Amp Trans S and the MBP Panel shall be 4-500 MCM in 4" condos t. Emergency lights are called out in Spec. Section 16510, Ttem 3, and page 24 of 36. Site lighting, all poles shall be single head only— no two head poles. Reconnection of the generator shall be to the proposed Mechanical Room within the Transfer Station and location of the MBP Panel. ADDENDUM NO. 1- Page 2 of 2 APR -10-2005 14:56 FROM: • TO:16317656145 P. 2/3 • ADDENDUM NO.5 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD TOWN LANDFILL —TRANSFER STA'T'ION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: April 18, 2005 Acknowledge receipt of this Addendtun No. 5 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification, This addendum forms part of the Contract Documents and modifies than as follows: Please note the following clarification: Drawing 14 — Weigh Facility Plan & Details Section A -A — The foundation wall and footing detail should have the sone reinforcement as shown in Section B -B (directly below). A vertical tie of 04 every 18" on center extending from the footing into the wall with two (2) #4 bars continuous through the length of the poured footing. All concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 15 — Site Weigh Scale Details: note the following Plan View for Scale Foundation: Change scale from 1" = 6' to 1" = 8' The approach ramps shall be reduced to 20' long (typical of 4) and 30' overall length. All footing, elevations and slab infonnation will remain the same. Section A -A: Change scale from 1" = 5' to I" = 6' All concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 17 — Gas Venting Plan & Details In the End View of the Gas Migration Trench Extension Detail (bottom of sheet) the width of the trench should be 3'-0" minimum. The stone aggregate used to surround the slotted and solid PVC pipe should be sub- angular stone furnished by the Owner. ADDENDUM NO. 1 - Page 1 of 2 RFP -10-2005 14:56 FROM: ADDENDUM NO. S Drawing 40 — Site Details T0: 16317555145 F. _, All structural concrete and concrete used to manufacture drainage structures shall have a compressive strength of 4,000 PSI at 28 days. Drawing E-1 — Electric Site Plan The feeders for the New 600 Amp Trans S and the MBP Panel shall be 4-500 MCM in 4" condai t. Emergency lights are called out in Spec. Section 16510, Item 3, and page 24 of 36. Site lighting, all poles shall be single head only— no two head poles. Reconnection of the generator shall be to the proposed Mechanical Room within the Transfer Station and location of the MBP Panel. ADDENDUM NO. I - Page 2 of 2 RPR -10-2005 14:56 FROM: • TO:16317656145 P.213 • ADDENDUM NO.5 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD TOWN LANDFILL — TRANSFER STATION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.K. Mclean Associates, P.C. DATE: April 18, 2005 Acknowledge receipt of this Addendum No. 5 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification. This addendum forms put of the Contract Documents and modiFies than as follows: Please note the following clarification: Drawing 14 — Weigh Facility Plan & Details Section A -A — The foundation wall and footing detail should have the same reinforcement as shown in Section B -B (directly below). A vertical tie of 44 every 18" on center extending from the footing into the wall with two (2) #4 bars continuous through the length of the poured footing. All concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 15 — Site Weigh Scale Details: note the following Plan View for Scale Foundation: Change scale from 1" = 6' to 1" = 8' The approach ramps shall be reduced to 20' long (typical of 4) and 30' overall length. All footing, elevations and slab information will remain the same. Section A -A: Change scale from 1" = 5' to I" = 6' All concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 17 — Gas Venting Plan & Details In the End View of the Gas Migration Trench Extension Detail (bottom of sheet) the width of the trench should be 3'-0" minimum. The stone aggregate used to surround the slotted anal solid PVC pipe should be sub- angular stone furnished by the Owner. ADDENDUM. NO. 1 - Page 1 of 2 RPR -i8-2005 14:56 FROM: ADDENDUM NO.5 Drawing 40 — Site Details T0:16317656145 F."> ? All structural concrete and concrete used to manufacture drainage structures shall have a compressive strength of 4,000 PSI at 28 days. Drawing E-1 — Electric Site Plan The feeders for the New 600 Amp Trans S and the MBP Panel shall be 4-500 MCM in 4" conduit. Emergency lights are called out in Spec. Section 16510, item 3, and page 24 o ('3 6. Site lighting, all poles shall be single head only— no two head poles. Reconnection of the generator shall be to the proposed Mechanical Room within the Transfer Station and location of the MBP Panel. ADDENDUM NO. I - Page 2 of 2 04/15/2005 • Town Of Southold • Page: 1 General Licensing Report For License Type: Bid Specifications & Fees Date Range: 03/07/2005 to 04/15/2005 Issue Date/ License Type/Fee Type License # Expiration Date Licensee Total Notes Bid Specifications & Fees 1 03/24/2005 Town, Clerk's Office $0.00 (2005 Transfer Station) P.o. Box 1179 Southold, NY 11971 Bid Specifications & Fees 10 03/28/2005 Eldor, Contracting Corp. $50.00 (2005 Transfer Station) 1703 Church Street Holbrook, NY 11741-5921 Bid Specifications & Fees 11 03/28/2005 Delalio, S F A $50.00 Russell Jackson (2005 Transfer Station) 224A North Main St Southampton, NY 11968 (631)283-0037 Bid Specifications & Fees 12 03/28/2005 Newborn, Construction Inc $50.00 (2005 Transfer Station) 55 Clinton Street Po Box 624 Center Moriches, NY 11934 (631)878-6666 Bid Specifications & Fees 13 03/28/2005 Hawkeye, Construction Llc $50.00 (2005 Transfer Station) 2 Access Road Patchogue, NY 11772 (516)447-3100 Bid Specifications & Fees 14 03/28/2005 Suffolk, Paving Corp $50.00 Joint project with DF Stone (2005 Transfer Station) 30 North Dunton Ave Medford, NY 11763 Bid Specifications & Fees 15 03/28/2005 Terry, Contracting & Materials $50.00 (2005 Transfer Station) 840 West Main Street Riverhead, NY 11901 (631)727-0170 Bid Specifications & Fees 16 03/30/2005 Frendolph, Construction Corp $50.00 (2005 Transfer Station) 399 Farmingdale Road, Rt. 109 West Babylon, NY 11704 (631)376-1100 Bid Specifications & Fees 17 03/31/2005 Galvin, Bros., Inc. $50.00 (2005 Transfer Station) 149 Steamboat Road Great Neck, NY 11024 (516)466-3785 Bid Specifications & Fees 18 04/01/2005 Frendolph, Construction Corp $50.00 (2005 Transfer Station) 399 Farmingdale Road, Rt. 109 West Babylon, NY 11704 (631)376-1100 04/15/2005 Town Of Southold Page: 2 • General Licensing Report • For License Type: Bid Specifications & Fees Date Range: 03/07/2005 to 04/15/2005 Issue Date/ License Type/Fee Type License # Expiration Date Licensee Total Notes Bid Specifications & Fees 19 04/04/2005 Lynbrook, Plumbing & Heating $50.00 (2005 Transfer Station) 2e7 Merrick Road Lynbrook, NY 11563 (516)593-4000 Bid Specifications & Fees 2 03/24/2005 Landfill, Southold Town $0.00 (2005 Transfer Station) County Road 48 Cutchogue, NY 11935 (631)734-7685 Bid Specifications & Fees 20 04/05/2005 Corazzini, Asphalt Inc $50.00 (2005 Transfer Station) Box 1281 Cutchogue, NY 11935 (631)734-5600 Bid Specifications & Fees 21 04/05/2005 Construction, Consultants $50.00 (2005 Transfer Station) 36 East 2nd Street Riverhead, NY 11901 (631)727-6604 Bid Specifications & Fees 22 04/06/2005 Heating, & Pipme Specialties $50.00 (2005 Transfer Station) P.er.-Box 477 Laurel, NY 11948 (631)298-2006 Bid Specifications & Fees 23 04/06/2005 Stuart, Berger Construction $50.00 (2005 Transfer Station) 8e87 Ocean Ave. Lynbrook, NY 115663 (516)887-8953 Bid Specifications & Fees 24 04/07/2005 Laser, Industries Inc $50.00 (2005 Transfer Station) Po Box 315 Ridge, NY 11961 (631)924-0644 Bid Specifications & Fees 25 04/07/2005 L., D. Wenger Construction $50.00 (2005 Transfer Station) 770 Railroad Ave. West Babylon, NY 11704 (631)661-0100 Bid Specifications & Fees 26 04/07/2005 J.p., Daly & Sons Inc. $50.00 (2005 Transfer Station) 88 A Brook Ave Deer Park, NY 11729 (631)254-0436 Bid Specifications & Fees 27 04/07/2005 Roland's, Electric Inc $50.00 (2005 Transfer Station) 307 Suburban Ave Deer Park, NY 11729 (631)242-8080 Bid Specifications & Fees 28 04/08/2005 Latham, Sand & Gravel Inc. $50.00 (2005 Transfer Station) P.o. Box 608 Orient, NY 11957 (631)323-2585 04/15/2005• License Type/Fee Type License # Town Of Southold General Licensing Report For License Type: Bid Specifications & Fees Date Range: 03/07/2005 to 04/15/2005 Issue Date/ Expiration Date Licensee • Page: 3 Total Notes Bid Specifications & Fees 29 04/08/2005 Rosemar, Construction Inc. $50.00 (2005 Transfer Station) (2005 Transfer Station) 21 Commercial Blvd. 56 Pine St. Medford, NY 11763 (631)732-0800 Bid Specifications & Fees 8 East Moriches, N.y. 11940 (2005 Transfer Station) 179 New York Ave Huntington, NY 11743-6994 (631)878-2323 (516)271-2324 Bid Specifications & Fees 3, 4 & 5 03/24/2005 Melence, Inc. Carter- $150.00 (2005 Transfer Station) Box 907 104 New York Ave Sound Beach, NY 11789 (631)744-0127 Bid Specifications & Fees 30 04/08/2005 Ocean, Electric Corporation $50.00 (2005 Transfer Station) 99 Mariner Dr Southampton, NY 11968 (631)287-6060 Bid Specifications & Fees 31 04/11/2005 Stalco, Construction Inc. $50.00 (2005 Transfer Station) 44 West Jefryn Blvd. -unit N Deer Park, NY 11729 (631)254-6767 Bid Specifications & Fees 32 04/11/2005 Inc. J, T. Reily Construction $50.00 (2005 Transfer Station) 68rander Parkyway P O Box 1980 Shelter Island, NY 11964 (631)749-8929 Bid Specifications & Fees 33 04/12/2005 Racanelli, Construction Comp $50.00 (2005 Transfer Station) 1895 Walt Whitman Road, Ste 1 Melville, NY 11747 (631)454-1010 Bid Specifications & Fees 34 04/12/2005 Bensin, Contracting Inc. $50.00 (2005 Transfer Station) 652 Union Ave. P O Box 388 Holtsville, NY 11742 (631)758-7200 Bid Specifications & Fees 35 04/14/2005 Palace, Electrical Contractors $50.00 fax 516 781-1439 (2005 Transfer Station) 3558 Park Ave Wantagh, NY 11793 Bid Specifications & Fees 6 03/24/2005 Hinck, Electrical Contractor $50.00 .john Buck, President (2005 Transfer Station) 75 Orville Drive, Suite 1 Bohemia, NY 11716 (631)277-7700 Bid Specifications & Fees 7 03/25/2005 Bi- County, Construction Corp. $50.00 (2005 Transfer Station) 21 Commercial Blvd. Medford, NY 11763 (631)732-0800 Bid Specifications & Fees 8 03/25/2005 Robbins, & Cowan Inc $50.00 (2005 Transfer Station) 179 New York Ave Huntington, NY 11743-6994 (516)271-2324 04/15/2005 Town Of Southold • • General Licensing Report For License Type: Bid Specifications & Fees Date Range: 03/07/2005 to 04/15/2005 Issue Date/ License Type/Fee Type License # Expiration Date Licensee Total Bid Specifications & Fees 9 03/25/2005 Guillo, Contracting Corp $50.00 (2005 Transfer Station) P O Box 2148 425 County Rd 39 Southampton, NY 11969 (631)479-3478 Quantity Sub Total: 33 Amount Sub Total: $1,650.00 Page: 4 Quantity Grand Total: 33 Amount Grand Total: $1,650.00 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER To: From: Re: Date: Pages: 0 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD F Jamie, McLean Associates 286-6314 Lynda M Bohn A X Transfer Station Bid Specifications April 15, 2005 1 including cover Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1500 southoldtown.northfork.net This company just picked up the plans for the Transfer Station. Please forward him a copy of the corrected specifications. W. H. M. Plumbing & Heating Contractors 6H Enterprise Drive East Setauket, NY 11733 Phone 473-3568 Fax 473-3762 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER �Of SOT G • 'Fl��'DUN% O OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD To: Jamie From: Lynda M Bohn Re: More Bid Specs Transfer station C '{ Date: April 15, 2005 Pages: 1 including cover Y-A(L Ne (,12i�aLfci_�S�d Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown. northfork. net RFP -20-20105 11:17 FROM: • L.K. MCLEANASSOC7.ATES, P.C. CONSUI."r1NG ENGINEERS 437 South Country Road, Brookhaven, N.Y. 11719 Phone (631) 286.8668 Fax (631) 286-6314 T0: 1617656145 lo�� cleaks Th: All Recipients From: Chris Dwyer coj-,YNVBUnN Pages: 2 (including coversheet) Fax: `-(0 3 I - 76 5' ro ( '(S Date: April 20, 2005 Re: Town of Southold Landfill - cc: Transfer Station & Residential Dropoff Facility Project Addendum No.6 X Urgent ❑ For Review ❑ Please Comment X Please Reply ❑ Please Recycle e Comments Once you have received this please check the box and fax back to 631-286-6314. Thank you for your cooperation. N I have received Addendum No. 6 regarding Southold Town Landfill — Transfer Station & Drop-off Facility Project F.1 HF'F-20-200s 17:17 FROM: TO:16317656145 P.? • • ADDENDUM NO. 6 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD TOWN LANDFILL — TRANSFER STATION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE. April 20, 2005 Acknowledge receipt of this Addendum. No. 6 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification. This addendum forms part of the Contract Documents and modifies them as follows' Please note the following clarification: Drawing E-1 & E-2-- Site Electric The feeders for the New 600 Amp Trans S and the MBP Panel shall be two (2) sets of 4- 350 MCM in 4" conduit. For the emergency generator, the intent is to provide emergency power to the Scalehouse, Information Booth and Administration Trailer during power outages. ADDENDUM NO. 6 - Page 1. of 1 RPR -16-2005 14:56 FROM: • L:.X MCLEANASSOCIATES, P.C. CONSULTING FNGiNFRRS 437 South Country Road, Brookhaven, N.Y. 11719 Phone (631') 286-8668 Fax (631) 286-631.4 70:16717556145 To: All Recipients From: Chris Dwyer 70 Wnl C. c2 cs o c� Cos I�.fa cj,q o�N Pages: 3 (including coversheet) FaX: I -(�3 I - 1 S - Iy S Date: April 18, 2005 Re: Town of Southold. Landfill — CC: Transfer Station 8 Residential Dropoff Facility Project Addendum No. S X Urgent ❑ For Review ❑ Please Comment X Please Reply ❑ Please Racycle e Comments Once you have received this please check the box and fax back to 631-286-6314. Thank you for your cooperation. rhe I have received Addendum No. 5 regarding Southold Town Landfill — Transfer Station & Residential Drop-off Facility Project P. 1,7 RFP -1R -20O0 14:06 FROM: TO: 16 17E56145 P.2=3 ADDENDUM NO.5 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD TOWN LANDFILL — TRANSFER STATION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: April 18, 2005 Acknowledge receipt of this Addendum No. 5 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification, This addendum forms part of the Contract Documents and modifies them as follows: Please note the following clarification: Drawing 14 — Weigh Facility Plan & Details Section A -A — The foundation wall and footing detail should have the sone reinforcement as shown in Section B -B (directly below). A vertical tie of #4 every 18" on center extending from the footing into the wall with two (2) #4 bars continuous through the length of the poured footing. All concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 15 — Site Weigh Scale Details_ note the following Plan View for Scale Foundation: Change scale from 1" = 6' to 1" = 8' The approach ramps shall be reduced to 20' long (typical of 4) and 30' overall length. All footing, elevations and slab information will remain the same. Section A -A: Change scale from I"= 5' to 1" =6' All concrete shall have a compressive strength of 4,000 PSI at 28 days. Drawing 17 — Gas Venting Plan & Details 1n the End View of the Gas Migration french Extension Detail (bottom of sheet) the width of the trench should be 3'-0" minimum. The stone aggregate used to surround the slotted and solid PVC pipe should be sub- angular stone furnished by the Owner. ADDENDUM NO. 1 - Page 1 of 2 HPC -12.-2 u35 14:55 FROM: TO:1631755614c� F.3.._. ADDENDUM NO.5 Drawing 40 — Site Details All structural concrete and concrete used to manufacture drainage structures shall have a compressive strength of 4,000 PSI at 28 days Qrawiug E-1 — Electric Site Plan The feeders for the New 600 Amp Trans S and the MBP Panel shall be 4-500 MCM in 4" conduit. Emergency lights are called out in Spec. Section 16510, Item 3, and page 24 of 36. Site lighting, all poles shall be single head only— no two head poles. Reconnection of the generator shall be to the proposed Mechanical Room within the Transfer Station and location of the MBP Panel. ADDENDUM NO. 1 -Page 2 of 2 RF'R-1---2007 12:17 FROM: • LX MCLEANASSOCIATES, P.C. C ON S U LTTNc, F,NGTNEERS 437 South Country Road, Brookhaven, N.Y. 11719 Phone (631) 286-8668 Fax(631)286-6314 T0: 531 76� 6145 • LICAA To: AllRecipientsFrom: Chris Dwyer Cc: LvN� 13�In� pages: 3 (including coversheet) Fax: (0 3 1 765 - (a ( `'IS Date: April 13, 2005 Re: Town of Southold Landfill — CC: Transfer Station & Residential Dropoff Facility Project Addendum No. 4 X Urgent © For Review ❑ Please Comment X Please Reply ❑ Please Recycle e comments Once you have received this please check the box and fax back to 631-286-6314. Thank you for your cooperation. 4I have received Addendum No. 4 regarding he Southold Town Landfil -ransfer Station & ' qt Residential Drop-off Fa yPrqjedt F.1 APR -13-2005 12:17 FROM: TO:631 765 6145 P.21�- ADDFNDUM NO.4 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD TOWN LANDFILL - TRANSFER STATION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.R. McLean Associates, P.C. DATE: April 13, 2005 Acknowledge receipt of this Addendum No. 4 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification. This addendum forms part of the Contract Documents and modifies them as follows. Please note the following clarification: In the Proposal Package - under Pay Item Al "Modified Domestic Water Service 3" SDR 9 HDPE" within the "Description of Item" column the unit should read "LS" instead of "LF". In the Proposal Package - under Pay item Al "Modified. Domestic Water Service 3" SDR 9 HDPE- within, the terms of payment No.I and No. 2 should read: 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping, distribution branch service piping, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for ibis Item. In the Proposal Package - under Pay Item No. 1 for Contracts A, C and D within the terms of payment specifically No. 2 it should read " Payment for this item will be made in three (3) payments" instead of "Payment for this item will be made in two (2) payments", In Division 1 - General Requirements - Section 01590 •- the General Contractor under Contract "A" shall furnish the Engineer's Office (complete with utilities and furnishings). L1 Division 1 - General Requirements - Section 01500 - ➢ the Electrical. Contractor under Contract "D" is responsible for the installation of the proposed Temporary Electrical service and metering at the proposed transfer station the General Contractor under Contract "A" shall pay for all temporary electrical power usage at this meter ➢ the General Contractor under Contract "A" shall furnish Telephone Service ADDENDUM NO. 1 - Page 1 of 2 APR -13-200S 12:17 FROM: TO:631 765 6145 P.3� • • ADDENDUM NO.4 ➢ the Plumbing Contractor under Contract "C" shall furnish Temporary Water Service as specified Y the General Contractor under Contract "A" shall htrnish Temporary Sanitary 1~ acilitics. Ti) the Proposal Package under Contract A — General Construction - Pay Items 37, 38 and 39, and Contract D — Electrical Construction — Pay Item 4 - the General Contractor is to provide complete tin -energized systems including all associated conduit and wiring. The Electrical Contractor is to tic in, or energize the systems installed by the General Contractor. Tn the Proposal Package — under Contract A — General Constriction - Pay Item 41 "Domestic Water Service — Complete" the General Contractor is to supply and install the specified items to the building footprint and leave a 10 foot coil for the Plumbing Contractor to complete the plambing connections. Drawing WD -1 does not show the water distribution piping in the "Site Plan". Refer to Drawing S-4 for the plan view of the water distribation piping. Disconnection of Utilities — the Electrical Contractor is responsible for disconnecting the electrical power at the existing transfer station. This electrical power can be used to feed the proposed tmnporary electrical service and metering (the Electrical Contractor's responsibility) at the proposed transfer station. The General Contractor shall pay for all temporary electrical power usage at this meter. The General Contractor is responsible for all other utility disconnects. This includes electrical power at the buildings to be relocated. In Division 2 — Site Work — Section 02050 "Demolition' — the General Contractor under Contract "A" shall include disposal fees. ADDENDUM NO. t - Page 2 of 2 HPP-1_-2O05 12:17 FROM: TO:631 7E5 6145 P. ADDENDUM NO. 4 TOWN OF SOUTHOLD SUFFOLKCOUNTY, NEW YORK SOUTHOLD TOWN LANDFILL — TRANSFER STATION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: April 13, 2005 Acknowledge receipt of this Addendum No. 4 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification. This addendum forms part of the Contract Documents and modifies them as follows: Please note the following clarification: In the Proposal Package — under Pay Item Al "Modified Domestic Water Service 3" SDR 9 HDPE" within the "Description of Item" column the unit should read "LS" instead of "Ll,", In the Proposal Package — under Pay ][tem Al "Modified. Domestic Water Service 3" SDR 9 HDPE" within. the terms of payment No.1 and No. 2 should read: 1. M. easurement and Payment: The Contractor sha11 receive the lump sum bid prig to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping, distribution branch service piping, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. In the Proposal Package — under Pay Item No. 1 for Contracts A, C and D within the terms of payment specifically No. 2 it should read " Payment for this item will be made in three (3) payments" instead of "Payment for this item will be made in two (2) payments". In Division 1 — General Requirements — Section 01590 -- the General Contractor under Contract "A" shall furnish the Engineer's Office (complete with utilities and furnishings). In Division 1 — General Requirements — Section 01500 — the Electrical Contractor under Contract "D" is responsible for the installation of the proposed Temporary Electrical service and metering at the proposed transfer station ➢ the General Contractor under Contract "A" shall pay for all temporary electrical power usage at this meter r the General Contractor under Contract "A" shall furnish Telephone Service ADDENDUM NO. 1 - Page I of 2 HF2-1'-2005 12:1T FROM: T0:631 765 6145 P. ADDENDUM NO.4 r the Plumbing Contractor under Contract "C" shall furnish Temporary Water Service as specified Y the General Contractor under Contract "A" shall htrnish Temporary Sanitary Facilities. Tn Lhe Proposal Package under Contract A — General Construction - Pay Jtems 37, 38 and 39, and Contract D — Electrical Construction — Pay Item 4 - the General Contractor is to provide complete un -energized systems including all associated conduit and wiring. The Electrical Contractor is to tic in, or energize the systems installed by the General Contractor. Tri the Proposal Package — under Contract A — General Construction - Pay Item 41 "Domestic Water Service -- Complete" the General Contractor is to supply and install the specified items to the building footprint and leave a 10 foot coil for the Plumbing Contractor to complete the pl umbing connections. Drawing WD -1 does not show the water distribution piping in the "Site Plan". Refer to Drawing S-4 for the plan view of the water distribution piping. Disconnection of Utilities — the Electrical Contractor is responsible for disconnecting the electrical power at the existing transfer station. This electrical power can be used to feed the proposed temporary electrical service and metering (the Electrical Contractor's responsibility) at the proposed trainsfer station. The General Contractor shall pay for all temporary electrical power usage at this meter. The General Contractor is responsible for all other utility disconnects. This includes electrical power at the buildings to be relocated. Ln Division 2 -- Site Work — Section 02050 "Demolition" — the General Contractor under Contract "A" shall include disposal fees. ADDENDUM NO. 1 - Page 2 of 2 0 JAMES BUNC$UCK SOLID WASTE COORDINATOR April 8, 2005 SOUTHOLD TOWN SOLID WASTE DISTRICT Christopher F. Dwyer L.K. McLean Associates, P.C. 437 South Country Road Brookhaven, NY 11719 Dear Mr. Dwyer: E P.O. Box 962 Cutchogue, New York 11935-0962 Tel: (631) 734-7685 Fax: (631) 734-7976 dsw@town.southold.ny.us RECEIVED Southold Town Clea As per our discussion earlier today, please prepare an addendum to the Transfer Station construction specifications regarding the demolition of the existing Collection Center building. The addendum should state that the building is to be demolished for scrap and/or disposal. As raised by several potential bidders at yesterday's pre-bid meeting, and as confirmed by Southold Town Engineer James Richter, the earlier proposal to dismantle the facility in an attempt to save the structural steel for some as yet undetermined later use is impractical and likely to add significantly to the cost of the project. Bidders should be informed that the Town will be responsible for the disposition via recycling or disposal of the building itself, with metal components to be cut into lengths not greater than 20 feet. Bidders should plan on the ultimate disposition of all concrete and asphalt resulting from the demolition. A copy of the addendum should be delivered to the Town Clerk prior to distribution. Please let me know if you have any questions. Sincerely, James Bunchuck cc: Supervisor Horton / Elizabeth Neville, Town Clerk v Pat Finnegan, Town Attorney ADDENDUM NO.3 • RECEIVED APR 8 2005 TOWN OF SOU HOLD bJFFOLK COUNTY, NEW YORK Southold Town Clerk SOUTHOLD TOWN LANDFILL — TRANSFER STATION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: April 8, 2005 Acknowledge receipt of this Addendum No. 3 by inserting its number and date in the place provided for same in the proposal Package 7 of 22, Failure to do so may suhj:ect the bidder to disqualification. This addendum forms part of the Contract Documents and modifies thorn as follows: Division 2 Please note the following clarification: W Division 2 -- Site Work on page 3 of 67 Under the section titled "ITEMS TO BE SALVAGED FOR REUSE BY THE TOWN" part "D" needs to be excluded from the bid specification document. The Town no longer intends to salvage the structural members of the existing building. Therefore, any additional language in the contract that indicates the Town's intentions to salvage parts of the existing building is not applicable or binding to the contracted work. bm "Division 2 — Site Work" on page 2 of 67 under the section titled "DEMOLTTTON DESCRIPTION AND DETAILS" part "A" specifically the second sentence where it states "All materials and debris to be demolished shall be removed and disposed of off site" shall. be changed to read "All materials and debris to be demolished shall be removed and disposed of off-site with the exception of removed and segregated metal (steel, aluminum, etc.) and debris. rhe Contractor shall dispose of the specified materials ore -site to a location determined by the Owner (either in containers or a staging area within the landfill property), All material shall he reduced to a inaxintutn length of 20' with all other dimensions reduced in a manner tofit inside of standard 40 cubic yard roll -off containers. " Metal Building wall sections Please note the following change to the building sections: The rigid frame is "flush" with the outside edge of the foundation wal l with the wall girts rnormted between the columns as shown on the following sketch. ADDENDUM NO. 1 - Page 1 of I 2�T'd St T9S9L:01 :WOdJ 62:aT 5002-90-�JdH 0 0 ,2i2 *6 SbT9S9L,01 :WO?JA 62:BT 5002-00-?JdH 15:17 FROM: T0:671 765 6145 F. 2� ADDENDUM NO.2 TOWN OF SOUTHOLD SUFF,OLK COUNTY, NEW YORK SOUTHOLD TOWN LANDFILL — TRANSFE R STATION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: Match 29, 2005 Acknowledge receipt of this Addendum No. 2 by inserting its number and date in the place provided for same. in the Proposal Package 7 of 22. Failure to do so tray subject the bidder to disqualification. This addendum forms pati of the Contract Documents and modifies them as follows: Proposal Package Please note the following clarification: The itemized proposal forms in the Proposal Package, specifically pages R through 15, shall be completed for all interested in bidding the Contract A - General Construction of the Project. The total amount of Items I through 45 shall be used for the purpose of determining the lowest responsible bidder for Contract "A". The following page, Proposal Package 16 of 22, is alternate items associated with Contract "A". The sole purpose of filling out the three Add - Alternate items, Al through A3, is for the Town to receive pricing on each item and not to be used in determining Contract "A". The Town shall decide whether or not to award those items to the lowest responsible bidders of Contract "A". item A 1 would he used to substitute for Item 41 (see Item 4'1's Notes I & 2 for measurement and payment) of the Contract "A" while Items A2 and A3 are additional. items (add-on's) to the Contract "A". All three (3) contracts, Contract ' A" — General Construction, Contract "C" — Plumbing Construction and Contract "D" — Electrical Construction of Che project shall be awarded separately by the Town. ADDENDUM NO. 1 -Page 1 Of 1. • ADDENDUM NO.1 • TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD TOWN LANDFILL — TRANSFER STATION & RESIDENTIAL DROPOFF" TO: ALL Contractors FROM: L.K. McLean Associates, P.C. DATE: March 28, 2005 Acknowledge receipt of this Addendum No. 1 by inserting its number and date in the place provided for same in the Proposal Package 7 of 22. Failure to do so may subject the bidder to disqualification. This addendum forms part of the Contract Documents and modifies them as follows: Proposal Package Please note the following clarification: On Page 2 of 22 within the Section of the Contract Specifications titled " Proposal Package", the 2"a checklist item "A Bid Deposit in the amount of Ten Percent ofBid Price as required in the Invitation to Bid" shall be changed to read "A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid" ADDENDUM NO. 1 - Page 1 of 1 0 0 Bohn,Lynda From: Chris Dwyer [cdwyer@lkma.com] Sent: Wednesday, March 23, 2005 10:05 PM To: Bohn, Lynda Subject: RE: Transfer Station - Southold Town Good Morning Lynda, While looking through tthe bid specifications I noticed that the proposal forms (23 pages) in the bid are partially repeated. The first section, the pink -colored ones, are complete and correct. However there are other white -colored proposal form pages following the Q-1 page. I apologize for this error. If the white -colored proposal form pages (8 pages located between Q-1 and Division 1) can be removed from the bound copies before being picked up, that would obviously be the easiest way to remedy the problem. If that is not acceptable, we can remove the pages and re -bind the books. None of the white - colored pages require the Contractor to identify unit costs (only the pink -colored proposal form pages contain the itemized proposal sheets), that is why I feel they can be removed. I will be in the office in the AM (out of the office between 12:00 and 2:30) and afternoon after 2:30pm. Again, I am sorry for the extra pages. Chrsi Dwyer -----Original Message ----- From: Bohn, Lynda [mailto:Lynda.Bohn@town.southold.ny.us] Sent: Wed 3/23/2005 8:07 AM To: Chris Dwyer Cc: Subject: RE: Transfer Station - Southold Town that's fine, thanks. Jim asked me to let you know about the incomplete application. He wasn't sure you got a copy -----Original Message ----- From: Chris Dwyer [mailto:cdwyer@lkma.com] Sent: Tuesday, March 22, 2005 4:39 PM To: Bohn, Lynda Subject: RE: Transfer Station - Southold Town Hi Linda, The notice of incomplete application is being addressed by our office. We should have all permits in place by the time the Town awards the contract. I received some of the missing documents (permit from Jim Bunchuck, we received the water availability letter a week after the submission) this week it should not be a problem. I will be dropping off 20 sets of plans and specifications to your office by 3:30 tomorrow afternoon. If that is not OK give me a ring in the morning. Thanks. Chris -----Original Message ----- From: Bohn, Lynda [mailto:Lynda.Bohn@town.southold.ny.us] Sent: Tue 3/22/2005 3:16 PM To: Chris Dwyer Cc: Bunchuck, Jim Subject: Transfer Station - Southold Town Please call me when you get a chance. We have received a notice Of Incomplete application from the Suffolk County Health Department. I would also like t0 1 NOTICE TO BIDDF-A NOTI F R4 • NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOL- LOWING: COUNTY OF SUFFOLK BID NAME: SOUTHOLD STATE OF NEW YORK ss: TOWN LANDFILL — `TRANSFER STATION AND ac Jueline M. Dubh, being dui Q g Y sworn, RESIDENTIAL DROP-OFF FACILITY says that she is the Legal Advertising Definite specifications may be Coordinator, of the Traveler Watchman, obtained at the Southold Town a public newspaper printed at Southold, Clerk's March in Suffolk County; and that the notice of PLA E OF OPENING which the annexed is a printed copy, has Town Of Southold been published in said Traveler DATE OF OPENING: April 21, 05 Watcpman once each week TIME OF O20PENING: for.. I......... week(s) successively, 10:00 Pm CONTACT PERSON: Christopher F. Dwyer coenc g on the .... ...........day of �„ , 2005. L.K. McLean Associates, 631- 286-8668 (X245) VENDORS MUST SUBMIT 1 BID IN SEALED ENVELOPE ... .Ui • ..... • • I .......... WITH BID BOND Please print on the face of envelope: 1) NAME & ADDRESS OF BIDDER SEAT NAME DOCUMENT SwoQp�p�t to II before me this.Z..... day of �4.�. L1�., MUST BE ACCOMPANIED ........2005. BY A 5 % BID SECURITY It is the bidder's responsibility to read the attached Bid Specifications, Instructions to on check), or cash.��� Bidders,and General A Bidder may not withdraw Notary PublicConditions, which outline bid- his bid within forty-five (45) Y ding rules of the Town of days after the opening of the Southold. bids, but may withdraw his Bid Uon submission of bid, it is at any time prior to the sched- Emily Hamill understood that the bidder has uled time for the opening of NOTARY PUBLIC, slate or New York read, fully understands and will bids. No. 01 HA505"84 comply with said GENERAL The The Town reserves the right to Qualified in Suffolk County CONDITIONS and sped Ica- any or all bids and to Commission expires May 06, 2006 tion requirements. waive informalities, should this The Town of Southold requires action be in the best interest of that this document be returned the Town of Southold. intact and that it be filled out A non-mandatory pre-bidder's completely. Please do not conference will be held at remove anypages from this bid 11:00am on April 7, 2005 at the package, and make a copy of the bid document for your records. Southold Town Landfill in Cutchogue (Route 48 & Cox The bid price shall not include Lane). _ any tax, federal, state, or local, . The Town of Southold wel- from which the Town of comes and encourages minority Southold is exempt. and women-owned businesses to A non-refundable fee of participate in the bidding $50.00 will be charged for plans process. and specifications. Payment can Dated: March 15, 2005 be made by either money order, ELIZABETH A. NEVILLE check (payable to the Town of SOUTHOLD TOWN CLERK Southold with Phone # written 1X 3/24/05 (662) 18/03 '05 FRI. 10:04 FAX 631 765 61.45 SOUTHOLD TOWN CiFRK TX/RX NO INCOMPLETE TX/RX TRANSACTION OK ERROR ELIZABETH A. NEVILLE TOWN CLERK *N:* MULTI TX/RX REPORT 1282 [* 50192449576 I* 511918005243329 Lr. 52191.8882329941 [N: 531918002582984 [* 541918009620544 REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUT14OLD FAX TRANSMITTAL CONSTRUCTION INFO - 800 962-0544 DODGE REPORTS 293-5456 BROWN'S LETTERS 244-9576 BURRELLF.'S INFO - 800 524-3329 TO: DATA CONSTRUCTION 888 232-9941 Brown's Letters Burrelle's Info Data Construct Dodge Reports Construct Info Town Hall. 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax(631)765.6145 Telepbone (631) 765-1800 southoldtown.northfork.net FROM: BETTY NEVILLE, Southold Town Clerk Tele. 631765-1800; fax 765-6145 DATE: March 18, 2005 RE: "BIDS" ADVERTISEMENT/PUBLICATION Number of Pages (including cover): If total transmittal is not received, please call 631 765-1800. COMMENTS: Transfer Station & Residential Drop off Facility — Solid Waste Please acknowledge receipt of this information by signing below and returning a faxcd copy to meat 631765-6145, attention: Betty Neville. Thank you, R eeeived by Datc MHP -29-2005 15:13 FROM: • a I K. McLEAN ASSOCIATES, P. C. CONSUL PTNG ENGINEERS 437 South Country Road, Brookhawn, N.Y. 11719 Phonc (631) 286-8668 Fax (631) 286-6314 To: 4LNA��a '�✓d��y From: T ` .l� / Co: �JN✓ .� Fav ../� ii�cvc.S Page - Fax: Date: Re: CC: TO:631 76S 6145 P.1,2 • LIURA s Gt-,'gent © For Review ❑ Please Comment 0 Please Reply ❑ Please Recycle • Commerrts - LZ— LEGAL NOTICE NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: BID NAME: SOUTHOLD TOWN LANDFILL —"TRANSFER STATIONAND RESIDENTIAL DROP-OFF FACILITY" Definite specifications may be obtained at the Southold Town Clerk's Office beginning March 24, 2005 PLACE OF OPENING: DATE OF OPENING: TIME OF OPENING: Town Of Southold April 21, 2005 10:00 Pm Town Clerks Office 53095 Main Road Southold, Ny 11971 CONTACT PERSON: Christopher F. Dwyer L.K. McLean Associates, 631-286-8668 (X245) VENDORS MUST SUBMIT BID IN SEALED ENVELOPE WITH BID BOND Please print on the face of envelope: 1) NAME & ADDRESS OF BIDDER 2) BID NAME SEALED BID DOCUMENT MUST BE ACCOMPANIED BY A 5 % BID SECURITY It is the bidder's responsibility to read the attached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. A non-refimdable fee of $50.00 will be charged for plans and specifications. Payment can be made by either money order, check (payable to the Town of Southold with Phone # written on check), or cash. A Bidder may not withdraw his bid within forty-five (45) days after the opening of the bids, but may withdraw his Bid at any time prior to the scheduled time for the opening of bids. The Town reserves the right to reject any or all bids and to waive informalities, should this action be in the best interest of the Town of Southold. A non -mandatory pre -bidder's conference will be held at 11:00am on April 7, 2005 at the Southold Town Landfill in Cutchogue (Route 48 & Cox Lane). The Town of Southold welcomes and encourages minority and women -owned businesses to participate in the bidding process. Dated: March 15, 2005 ELIZABETH A. NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON MARCH 24, 2005, AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971. Conies to the following_ The Traveler Watchman Town Board Members Town Attorney Dodge Reports Brown's Letters Burrelle's Info. Services Town Clerk's Bulletin Board Solid Waste Coord Bunchuck STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold, New York being duly sworn, says that on the 18 day of _MAA h , 2005 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York. Legal Notice - Notice to Bidders — Bid opening April 21, 2005 10:00 am y Q. Elizabeth A. N ville Southold Town Clerk Sworn to before me this 18 day of YYN 0,C'C-, 12005. Notary Public LYNDA M. BOHN NOTARY PUBLIC, State of New York No. 01B06020932 Qualified in Suffolk County Term Expires March 8, 20 Qj 0 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER y��OF SOUjyo �1y00UNTV ,�:N` 6 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD FAX TRANSMITTAL CONSTRUCTION INFO - 800 962-0544 DODGE REPORTS 293-5456 BROWN'S LETTERS 244-9576 BURRELLE'S INFO - 800 524-3329 TO: DATA CONSTRUCTION 888 232-9941 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net FROM: BETTY NEVILLE, Southold Town Clerk Tele. 631765-1800; fax 765-6145 DATE: March 18, 2005 RE: "BIDS" ADVERTISEMENT/PUBLICATION Number of Pages (including cover): If total transmittal is not received, please call 631 765-1800. COMMENTS: Transfer Station & Residential Drop off Facility— Solid Waste Please acknowledge receipt of this information by signing below and returning a faxed copy to me at 631 765-6145, attention: Betty Neville. Thank you. Received by Date 5i02> SUFFO COUNTY DEPARTMENT OF HEALTH SOICES OFFICE OF WASTEWATER MANAGEMENT V"! 2 1 2005 SUFFOLK COUNTY CENTER RIVERHEAD, NEW YORK 11901 NOTICE (631) 852-2100 GMZ Southold Town Clerk NOTICE OF INCOMPLETE APPLICATION — COMMERCIAL TO: LK McLean Associates I PROJECT NAME: Town of Southold 437 South Country Rd. Brookhaven, NY 11719 Your submission for the referenced projec further review and/or approval: ❑ Completed Application WWM-004 ❑ Processing Fee $ due ® SEORA Determination - Town ❑ Wetlands Permit or Waiver - NYSDEC / Town ❑ Town / Village Zoning Letter ❑ Restrictive Covenants for: SPDES GP -95-01 form validated by NYSDEC Well Water Analysis Public Water Availability Letter ❑ Suffolk County Tax Map Number ❑ Metes and Bounds Description ❑ Lot Size ❑ Key Map ❑ Distance to Cross Street ❑ Location/ Date/ Results of Soil Borings / Test Holes ❑ Floor Plans ® Gross Floor Area of Building(s)(clarify ) ❑ All Surface Waters Within 300 ft. ❑ Topographical Contours (5 ft. interval) ❑ Neighboring Wells and Sewage Systems within 150' of Property (or specify that there are none) ❑ Signature & Seal of Design Professional ❑ 5" x 7" Clear Area for Department Approval Transfer/Collection Facility REFERENCE NO.: C10-05-0005 SCTM NO: 1000-96-1-17.3 will require the following for Approval for the fuel tanks and transfer SCDPW Approval Review Board Determination P.E. / R.A. Certification of Existing Sanitary System Certificate of Authorization or Disclaimer DEC Dermit to overate this U Storm Drainage Structure Locations ❑ Gallons/Day/Acre Sewage Discharge ❑ Sewage Disposal Design Calculations ❑ Location / Layout of Sewage System ❑ Profile / Details of Sewage System ❑ Sewage System Invert Elevations ❑ 50% Expansion Area for Leaching Pools ❑ Water and Sewer Service Line Location(s) ❑ Private Well Details and Location ❑ Design / Details of Water Supply System ❑ Existing Building, Sewage/Water System Location(s) ❑ Other: Project does not conform to Department Standards. See enclosed/ previously sent Notice of Non -Conformance. ® Comments: Please refer to the enclosed marked site plans for detailed comments concerning this project. In particular, all dead -ends on the water mains should be eliminated or terminated with approved hydrants. Please inleude an enlarged site plan that shows the layout and details of the water mains and laterals. For example, show details of a typical water service lateral including curb and corporation stops. Further, thrust blocks must be provided at all water main bends. Enclosed for your use is a copy of the Department's Guideline for designing water distribution systems. Note that the total site flow must include the sewage flows from all existing and proposed buildings. In addition, all gross floor areas must be included when computing the sewage design flow rates. PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) CC: Town of Southold 53095 Main Rd. Southold, NY 11971 . REVIEWEJJY: Douglas J. Feldman, P.E. DATE: March 16, 2005 PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE - OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1500 southoldtown.northfork. net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 125 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MARCH 15,2005: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for improvements to the CutchoEue Transfer Station and Residential Drop -Off facility, all in accordance with specifications provided prepared by L.K. McLean Associates, P.C.. � �� Elizabeth A. Neville Southold Town Clerk NTV ,� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1500 southoldtown.northfork. net THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 125 OF 2005 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON MARCH 15,2005: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for improvements to the CutchoEue Transfer Station and Residential Drop -Off facility, all in accordance with specifications provided prepared by L.K. McLean Associates, P.C.. � �� Elizabeth A. Neville Southold Town Clerk Col"'STRUCTIOP DRAG 'lt'GS FOR THE TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROPOFF SUFFOLK COUNTY , NEW YORK MARCH, 2005 ' w GOLDSMITHS INLET .•C„R,�- Kh LONG ISLAND SOUND SITE ) k • ? \ PECONIC w � CAPPED _ DFILL PROJECT AREA �w a 5�' GREAT PECONIC BAY . S 4 0. q , -""_�,./`Ji)j?^.fin• J �R 'R N CUTCHOGU ►.�. GREAT �ra PECONIC 'a t1y BAY q" SITE LOCATION MAP PROJECT LOCATION MAP SCALE. 1" _ 1-000' ± SCALE: 1" = 500 t i INDEX OF DRAWINGS a z 1 COVER SHEET 12 LAYOUT PLAN(NORTH) 23 TRANSFER STATION FOUNDATION NOTES AND SCHEDULES 34 ATTENDANT'S BOOTH PLAN&DETAILS S-1 SANITARY OVERALL SITE PLAN 0 2 LEGEND AND NOTES 13 LAYOUT PLAN(SOUTH) 24 TRANSFER STATION TIP FLOOR PLAN 35 GRADING &DRAINAGE PLANS S-2 SANITARY PLANS 3 EXISTING CONDITIONS(NORTH) 14 WEIGH FACILITY PLAN&DETAILS 25 TRANSFER STATION FLOOR PLAN 36 WEIGH SCALE RETAINING WALL S-3 SANITARY DETAILS 4 EXISTING CONDITIONS(SOUTH) 15 SITE WEIGH SCALE DETAILS 26 TRANSFER STATION ADD ALTERNATE 37 STRIPING &SIGNAGE PLAN(NORTH) S-4 PROPOSED WATER DISTRIBUTION c 5 OVERALL SITE PLAN 16 WEIGH SCALE SECURITY&RADIATION DETECTION PLAN FLOOR PLAN AND SECTIONS 38 STRIPING &SIGNAGE PLAN(SOUTH) S-5 WATER SYSTEM DETAILS F 6 DEMOLITION PLAN(NORTH) 17 GAS VENTING PLAN AND DETAILS 27 TRANSFER STATION MECHANICAL&BATHROOM PLAN 39 PLANTING PLAN W-1 PROPOSED TANK PLAN F v_ 7 DEMOLITION PLAN(SOUTH) 18 ADMINISTRATION BUILDING FOUNDATION PLAN 28 TRANSFER STATION ROOF PLAN 40 SITE DETAILS 8 PHASE 1 CONSTRUCTION PLAN 19 ADMINISTRATION BUILDING RAMP/STAIR 29 TRANSFER STATION ELEVATIONS W-2 DETAILS PLAN 41 SITE DETAILS WD-1 WATER DISTRIBUTION PLAN o 9 PHASE 2 CONSTRUCTION PLAN PLAN AND DETAILS 30 TRANSFER STATION BUILDING SECTIONS E-1 SITE ELECTRIC PLAN(SOUTH) B-1 TEST BORING PLAN 0 10 PHASE 3 CONSTRUCTION PLAN 20 TRANSFER STATION FOUNDATION PLAN 31 TRANSFER STATION PLUMBING PLAN E-2 SITE ELECTRIC PLAN(NORTH) B-2 TEST BORING CHARTS PREPARED BY: 11 PROPOSED ENTRY ROAD PLAN 21 TRANSFER STATION FOUNDATION WALL SECTIONS 32 TRANSFER STATION ELECTRICAL PLAN E-3 SITE ELECTRIC DETAILS L. K. MCLEAN ASSOCIATES, P.C. &PROFILE B-3 TEST BORING CHARTS CONSULTING ENGINEERS 22 TRANSFER STATION FOUNDATION DETAILS 33 HOME EXCHANGE PLAN&DETAILS FW-1 FIRE WELL PLAN 4 3 7 SOUTH COUNTRY ROAD a LMKA FILE N..04050.000 GENERAL NOTES 1. THE CONTRACTOR SHALL PERFORM ALL S1 SURVEY WORK NECESSARY TO INSURE THAT ALL WORK IS PERFOR: SHOWN ON THE PLANS. WHEN REQUIRED PROPERTY LINES SHALL BE LOCATED. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTENCE L E G E N D OF MARKERS, PIPES, MONUMENTS, STAKES, ETC., THAT FALL ON OR NEAR THE WORK AREAS. THESE MARKERS ARE TO BE RETAINED. IN THE EVENT THESE MARKERS ARE REMOVED, BROKEN, OR DESTROYED BY THE CONTRACTOR AT HIS EXPENSE WITH MARKERS OF EQUAL ` SIZE AND QUALITY AND SHALL BE REPLACED TO THE SATISFACTION OF THE ENGINEER IN THE IDENTICAL LOCATION TO THOSE REMOVED. 2. IN THE EVENT OF DAMAGE TO EXISTING CABLES AND UTILITIES, THE ENGINEER AND THE UTILITIES ARE TO BE NOTIFIED IMMEDIATELY AND THE CONTRACTOR SHALL IMMEDIATELY REPAIR THE DAMAGE AS DIRECTED BY THE ENGINEER AT THE CONTRACTOR'S EXPENSE. EXISTING SYMBOLS PROPOSED DESCRIPTION 3. ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION OPERATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. DISTURBED AREAS SHALL BE DETERMINED BY THE ENGINEER -fr PROPERTY LINE _& UTILITY POLE 4. THE CONTRACTOR IS CAUTIONED TO AVOID DISTURBING ANY EXISTING FENCES, HEDGES, SHRUBS, TREES, ETC, THAT ARE ADJACENT TO THE CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. THE COST OF REPAIRING OR ADJUSTING ANY SUCH DISTURBED }--- GUY WIRE AREAS WILL BE AT THE CONTRACTOR'S OWN EXPENSE. IN THE EVENT THAT TREES ARE ENDANGERED, THE CONTRACTOR WILL TAKE ALL PRECAUTIONS TO PROTECT THEM AS DIRECTED BY THE ENGINEER. EXISTING CONDITION PHOTOGRAPHS SHALL BE TAKEN PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. �o CONTOUR (1' C.I.) RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO ADEQUATELY SAFEGUARD THE LOCATION AND PUBLIC FROM HARM. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITY FOR HARM TO THE PUBLIC AND DAMAGE TO HIS TOOLS, EQUIPMENT AND MATERIALS, 5. THE CONTRACTOR SHALL SUBMIT A COPY OF HIS AGREEMENT WITH THE PROPERTY OWNER FOR A CONSTRUCTION STORAGE YARD. HE SHALL ALSO OBTAIN PRIOR LOCATION APPROVAL FROM THE TOWN TO AVOID VIOLATION OF EXISTING ORDINANCES. THIS APPROVAL WILL NOT CHAIN LINK FENCE 6. THE CONTRACTOR SHALL REESTABLISH ALL BENCHMARKS AND BASELINE TIE POINTS EFFECTED BY THE PROPOSED WORK. _ FENCE GATE . THE MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE CURRENT NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND APPROVED BY THE ENGINEER. EDGE OF SHRUBBERY S. CONTRACTOR EMPLOYEE PARKING SHALL BE AS DESIGNATED BY THE ENGINEER. EVERGREEN TREE OR SHRUB O DECIDUOUS TREE OR SHRUB 9. THE CONTRACTOR'S ATTENTION IS DIRECTED E THE FACT THAT DUE TO THE NATURE OF CONSTRUCTION PROJECT, THE EXACT EXTENT OF CONSTRUCTION WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO COMMENCEMENT OF WORK. THESE CONTRACT - - - CENTER LINE DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER AVAILABLE INFORMATION. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS AND OR A.O.B.E. EDGE OF ASPHALT 10. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN CONFORMITY WITH THE TOWN OF SOUTHOLD SPECS AND THE FOLLOWING: GMW-5 ",1�I! • a) THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AS AMENDED. O BOLLARDi', ,� O GAS MONITORING WELL b) THE CURRENT NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (NYS M.U.T.C.D.) - O GAS VENT 11. PEDESTRIAN SAFETY AND PROPERTY ACCESS MUST BE MAINTAINED AT ALL TIMES TO THE SATISFACTION OF THE ENGINEER. /-/-/-/77TTTT/-/772. ® GAS MIGRATION TRENCH �J111 111L1 12. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT OF SANITATION ANDEMERGENCY RVI F Oh WEEK PRIOR TO nusTallr* IN ADDITION, THE CONTRACTOR SHALL RE-NOTIFY 24 HOURS PRIOR TO OPERATIONS WHICH WILL AFFECT THE FREE FLOW OF _zZ_ EMERGENCY VEHICLES TO AND THROUGH THE CONSTRUCTION AREA. ________: ® RETAINING WALLS 13. SHEETING SHALL BE USED AS REQUIRED FOR THE SAFETY OF EMPLOYEES, THE PUBLIC AND PROPERTY EXPOSED TO THE HAZARDS OF ANY TRENCH OR INTO ANY EXCAVATION. SHEETING SHALL BE ADEQUATE AND CONFORM TO THE PROVISIONS OF THE CURRENT CONCRETE CURB INDUSTRIAL CODE RULE 23 AND OSHA REQUIREMENTS. O' FLAGPOLE (ON-SITE RELOCATION) CALCULATIONS AS WELL AS DESIGN SUBMITTED AND REVIEWED PRIOR TO THE START OF CONSTRUCTION. 14. A SHEETING DESIGN IF REQUIRED, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND COMMENT. THE SHEETING DESIGN SHALL BE STAMPED BY A PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NEW YORK. AND CONSIST OF ALL APPLICABLE DESIGN ASPHALT PAVEMENT C AS SCHEDULED 15. HE CONTRACTOR SHALL PROVIDE TEMPORARY SHEETING FOR ALL EXCAVATIONS IN EXCESS OF 5 FT. IN DEPTH AND/ OR REQUIRED ON THE PLANS. ASPHALT OVERLAY AS SCHEDULED 16. TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL MEASURES SHALL BE ESTABLISHED PRIOR TO EXCAVATION. CONCRETE PAVEMENT 17. VERTICAL DATUM INDICATED REFERS TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) . AS SCHED. & DETAILED CRUSHED STONE PAVEMENT 18. ALL TRAFFIC SIGNS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. AS SCHED. & DETAILED 19. ALL AREAS OUTSIDE PROJECT LIMIT LINE SHALL REMAIN UNDISTURBED. ALL AREAS DAMAGED BY THE CONTRACTOR OR THE CONTRACTED EMPLOYEES WILL BE REPAIRED IN KIND TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. Vim/ SIDEWALK CURB RAMP WHEREVER ANY ITEMS HAVE ARCHAEOLOGICAL VALUE ARE ENCOUNTERED IN THE COURSE OF THE WORK. THE CONTRACTOR SHALL IMMEDIATELY HALT WORK IN THE VICINITY AND CALL TO THE ATTENTION OF THE ENGINEER THE PRESENCE OF SUCH ITEMS. THE ENGINEER .I 0. - SAWCUTTING WILL EITHER ORDER WORK TO PROCEED OR INSTRUCT THAT THE WORK BE HALTED UNTIL THE COUNTY ARCHAEOLOGIST CAN BE CONSULTED AND PROPER STEPS CAN BE EMPLOYED TO PROTECT AND EXTRACT THE SPECIMENS. THE CONTRACTOR SHALL HAVE NO CLAIM TO �L OWNERSHIP OF ANY SUCH ITEMS NOR TO EXTRA PAYMENT FOR DELAY WHICH MAY RESULT. RIM EL. CURB INLET - CATCH BASIN IN DETAILED Le17 =ME ` m 21. THE CONTRACTOR'S ATTENTION IS DRAWN TO THE "GOLDEN NEMATODE QUARANTINE" OF THE NEW YORK STATE DEPARTMENT OF AGRICULTURE AND MARKETS REGULATING THE MOVEMENT OF TOPSOIL MACHINERY AND EQUIPMENT IN NASSAU AND SUFFOLK COUNTIES. \\a RIEEL FLUSH INLET - LEACHING 0 22. THE CONTRACTOR SHALL IS CAUTIONED THAT THE LOCATIONS OF UNDERGROUND UTILITIES NOT SHOWN MAY EXIST. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF AND VOLTAGES OF OVERHEAD AND UNDERGROUND UTILITIES PRIOR TO ®1=12 0 BASIN AS DETAILED i` WORKING IN THE AREA AND TO AVOID INTERFERENCE. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 0 23. THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGE TO NATURAL GROWTH WITHIN THE PROJECT AREA, THE CONTRACTOR WILL BE REQUIRED TO REPLACE AT HIS OWN EXPENSE, TREE, SHRUBBERY AND OTHER NATURAL FEATURES DESTROYED OR DAMAGED LEACHING BASIN WITH �^ 1$" DIA. DRAIN PIPE AS THROUGH CARELESSNESS. 24. THE CONTRACTOR IS ADVISED THAT A SINGLE LANE OF TRAFFIC MUST BE MAINTAINED ALONG THE ENTIRE LENGTH OF THE ROAD FOR RESIDENTS AND EMERGENCY VEHICLES AT ALL TIMES. DETAILED 25.a THE CONTRACTOR SHALL INCLUDE A MAINTENANCE AND PROTECTION OF TRAFFIC AND CONSTRUCTION SEQUENCING PLAN FOR REVIEW BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. TRENCH DRAIN WITHDRAIN PIPE AS DETAILED 3 9 26. THE CONTRACTOR SHALL INSTALL THE PROPOSED DRAINAGE IMPROVEMENTS WITHIN THE EXISTING ROADWAY LIMITS WHEN POSSIBLE. ti PROPOSED LIMITS OF z° 27. AREAS DISTURBED ALONG THE ROADWAY SHOULDER SHALL BE RESTORED TO EQUAL OR BETTER CONDITION. EXISTING CONDITIONS SHOULD BE NOTED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE GRAVEL DRIVEWAYS. MAIL BOXES, SHRUBS, ETC. GRADING HANDICAP ACCESSIBLE 28. BASE MAPPING, TOPOGRAPHICAL DATA AND PROPERTY LINES AS PER FIELD SURVEY BY LK. McLEAN ASSOC., P.C. OF NOVEMBER 2004. I L f I STALL AS DETAILED 9 L W 29. THE CONTRACTOR SHALL BE AWARE THAT THIS CONSTRUCTION PROJECT IS ADJACENT TO A D.E.0 APPROVED CAPPED LANDFILL AND NO CONSTRUCTION WORK OR STORAGE SHALL OCCUR OVER OR WITHIN THE CAPPED LIMITS. i 3 { PARKING STALLS AS NOTED o (4" WIDE WHITE PAINTED i STRIPE AS SPEC.) �n ABBREVIATIONS TOPOGRAPHY (DRAINAGE) X_-7.50 SPOT ELEVATION N A.G.B.E. AS ORDERED BY ENGINEER BC BOTTOM OF CURB U @ BASELINE BLDG. BUILDING CENTERLINE C.B. CATCH BASIN CONC. CONCRETE CMP CORRIGATED METAL PIPE eco C.C. CENTER TO CENTER C.F. CUBIC FEET C.L.F. CHAIN LINK FENCE F.I. FLUSH INLET - a DIA. DIAMETER ELEV. OR EL. ELEVATION DWG. DRAWING INV. INVERT E EASTING (OR EAST) L.B. LEACHING BASIN $ EXIST. OR EX. EXISTING RIM TOP OF RIM (GRATE) o FT. FOOT S.F. SQUARE FEET HOPE HIGH DENSITY POLYETHYLENE TC TOP OF CURB I_ IN. INCHES VERT. VERTICAL a LF LINEAR FEET I DATE I BY I DESCRIPTION APPROV.BY MAX. MAXIMUM REVISIONS MIN. MINIMUM MTD. MOUNTED IN NORTHING (OR NORTH) TOWN OF SOUTHOLD NIC NOT IN N0. NUUMBERCONTRACT �'�.".` SUFFOLSOUTHOLD LANDFILL COUNTY, NEW YORK NTS. NOT TO SCALE m O.C. ON CENTER (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) F O.D. OUTSIDE DIAMETER a PT POINT LEGEND AND NOTES .°c PVC POLYVINYL CHLORIDE PROPEo R= RADIUS RTY LINE L.K.bfcLEANASSOClATES,P.C. o R.C.A. RECYCLED CONCRETE AGGREGATE CONSULTING ENGINEERS SPEC. SPECIFIED 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK S SOUTH o SCH SCHEDULE FDrawn ByEiTFC Scale:N.T.S. Dwg.No. d. W P WEST AL y: Date:Feb.2005 By: /CFD File No.04050.000 2 - NO / C L N 297315.13 E 2414680.11 571 T LIVE 55A=47 S 6� 57.NAL MAG SET it 67 EX. H. APPROX. LIMITS O " ' . ., oo LANDFILL CAPPING Sx io ry I 41 d 400 � ! / it� I � � ), ."' ' p � ^oo ,• �i r � • S6.33 o f 1 > r \ Bm N 296547.42 ; E 2414477.86 m / / 1 0 / r DATE DESCRIPTION APPROV.BY BY 'O� -- REVISIONS TOWN OF SOUTHOLD w h 8u � •-� I � � w� � e� + �", � ( �� �O SUFFOLK COUNTY,NEW YORK ARA SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) T LINEA-�'' EXISTING CONDITIONS PLAN (NORTH) J , 0 MATCH LINE B-B � •/b / � � ` L K MCLEANASSOCIATES,P.C. o ter / �' I CONSULTING ENGINEERS 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK Designed By:CFD Scale 1"=30' Dwg.No p; ( + ^• --- ,� Drawn By: LMY i Date:Feb.2005 rApproved By:JFC CFD I File No.04050.000 3 . y � APPROX. / �� v ° ,55 MATCH LINE as LIMITS OF = y - LANDFILL CAPPING I : l _- 24"DIA. C.P. PIPE 637 - - 51.42 a NAL MAG SET - -- -- - — �rl N 296186.22 E 2413881.94 y" TOP=45.08', 7. NAL MAG E 2414378.52 � Q� rf gp 73 asp • _ QJ A IT- Y 'N X" v / i .C, x _ _ _ _ Q \ I DATE BY DESCRIPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD m _ SUFFOLK COUNTY,NEW YORK MAR.`A".` SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) EXISTING CONDITIONS PLAN (SOUTH) / -NiP � L.K.McLEANASSOCL4TE'S,P.C. S szCONSULTING ENGINEERS 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK Designed By:CFD Scale:1"=30' Dwg.No. Drawn By: LMY Date:Feb.2005 a lApproved By:JFC CFD File No.04050.000 tI , rnurunLo NUNiN hs''. OVERFLOW DRAINAGE �\S �\So MATCH LINE A-A `(IViL T) ) -- sL 33 am T-) ))� o j 3 �C PROPOSED N TRANSFER STATION r BUILDING r I ♦ d 24-or.C.P.I / +/ NW.-45M d l x\ Y Cal. EVERGREENS TO ry o RESERVED & PROTECTED a � � 2 r 3'-4" Cal. TREES TO 0 �3 o p�F-a... 'ESERVED & PROTECTED / i�r err 2 w % TOP-45•98' APPROX. SITE PLAN (NORTH) LBMS OF 1 •\,_ '�` \ LANDFILL - • "r �� ,PROPO �_ CAPPING SED •�, SOUTH �a� 5F nwat/e v APPROX. i DRAINAGE LIlVIITS OF \ \ AREA \ �,,. !. �) RGREEN / a LANDFILL \ r\ i TO RESERVED Q' ''• !'� - '* .�"�, o i /& PRO D CAPPING SOO 3-1-05 LMY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD e G� - 8S• j DATE BY DESCRIPTION APPROV.BY / _ * REVISIONS o \ TREES TO PRESS r - �, ` I r ' r-<: \ PROTECTED ` l > TOWN OF SOUTHOLD RO8• PROPOSED NORTH SUFFOLK COUNTY,NEW YORK ^o' ^S DRAINAGE yN S> L'E&.` 409 ?u'• (� OVERFLOW AR \ SOUTHOLD LANDFILL F 3 - 29, ..,�iy h\ >S50 (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) OVERALL SITE PLAN L.K.McLE"ASSOCMMS,P.C. c O \ CONSULTING ENGINEERS o I / 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK SITE PLAN (SOUTH) \ to Designed By:CFD Scale:l"=40' Dw .No. / \ \ `\ ✓ y Drawn By: LMY Date:Feb.2005 g w \ / Approved BY:JFC CFD File No.04050.000 5 LEGEND BULDING AND FOUNDATION DEMOLITIONlb 41 etr o, PAVEMENT DEMOLITION � ' N MATCH I*E A �' ' PMIL LE AREA OF COMPACTED EARTH,GRAVEL.,CRLU-ED GLASS,STONE BLEND AND STONE TO BE FOAOVED PRECAST CONCRETE FETAIJNG WALL BLOCKS (HEK)H T VANES) r \ D.M.H./6 jig' /y Y oXUrNG rap-RAF swot TO S.(`C.B. 2REMAIN AND HE PROTECTED OWING CONSTRLICTION TOP446. 0, '. SOO i r APPROX. 1 ~ f 8s' BAWCGr ASPHALT- r / PLLL DEPTH r LIMITS OF r - F 9 , L6ff OF DEMOLITION- q / '_'+.^LE - )) , ` -i ,� CONTRACTOR SHALL FE40VE LANDFILL f i i ,T: �.; .. ALL STFIL CTUIE&PAVEMENTS. CAPPING—� i� , / ' ',.'- I N WITHIN THIS AREA OR AS NOTED t - WELL TO BE ABANDONED� OWNER u , i 7190 f. 7(/ , GF$ISHEDGI-ASS.7'1 I EXISTING ...... /\EXISTING WOOD tPLiT IW. � 70 FENCE TO HE SALVAGING. STONE,AND GRAVEIIL 'U ... ....POSTS AND PALO TOE ., , .• BLEND.TO BE DISMANTLED AND STACKED " + ONSITE PLEER I BY T•E OWNER .N .\\ .REMOVED m d ��.\ .•n I ...... + �. .��•�_ �•\V.�.. d /'_. �. •. \ �. .�.'.......... .... ..... N 296547.42 E 2414477.86 PIE RELOCATED OWNER TO BE / !/ ....... �..... ...Il .'.''..'.. ' ' / WOOD RETAaa WALLS TO BE.... REMOVED Of THE CONFRACTOR. /. . y . ....c ....rlL w 34 j.....� '�/ . ..'.� ..'.'. f... .:.:....:...:..:.: a ti ppp 111 ::::::.:.:f:.. mh .......�.�. �\��� .. .. .. .... .^.. .... .. .. ...... A. .. . = J •\.,. {. ...... '.`..;.. ..,, , ; SAW Cur El�TNO ',•!!i,:n„ ... ...L.. ASPHALT-RLL \. .''' oar" .....'.... i ..... ....... ........ ; g /}7 .. . ....... r �.'.'... .. G .... .... . / / AM simism TO I .. NOTE /�� • ' 1 IETAMq wALL.S AND tLABB BE�rO�� �j ` ® Ewagwo""ELLTOE � / �� THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVING a ,\a;. ... "^ ® // 1 ACCORDANCE wren eca�e STANDARDS f'! MATEDRDTE��� ALL STRUCTURES, PAVING, LANDSCAPING AND ur GALLON AND PRE« / MISCELLANEOUS ITEMS LOCATED WITHIN THE PROJECT / ! I// EA K STQPE AND 16 AREA a /: t3RAva 70 E - BNrrNG moo DNS Fwi TANK-TOBE ABATED AND REMOVED,WITH & / eYare OVERHEAD STFILPOILIFIE PRECAST CONCRETE eLoacwAUN To r£ / / �h. ; '.' .'.'..' / / a DISMANTLED BY TOM FORLBg / rI -' ss LT ...,.''� l r i/ DATE BY I DESCRIPTION .APPROV.BY WOODA�AM TETAINI NG WALLS TO E, 1 , O i ddd REMOVED BY THE / A �: ; ip y /IJ REVISIONS ..'... .'.. 4 h A �,°.... .. I DOMINGUDEFKWKX DN�TAW � � � TOWN OF SOUTHOLD �. �:':: ..'. .. '. TO E ABATED AID REMOVED L��1��1� ,� �. . : , . ;Y /' suFFOLIc courTTlr,xErl YORx w a \ LEAN TG erRu mnETGTrE).' f wn> b/ � % �°j C U r REMOVED COMPLETELY.i... ..V. � � ELECTRICAL COMAA(.Tpi SHALL I � � � ' �„ SOUTHOLD LANDFILL ate. : \'.'.. r 1 • i f. ... / RELOCATE THE E)0SIT10 GENERATOR (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) .. .. .. ..... .: / .� WYTAN«AND TRANSFER SWROFPq a 1.r . •.• ._•'.•. .. OV TOEDOCOIaECIEDFORWM- � ( TCH A-A DEMOLITION PLAN (NORTH) � �. ►1. / / TT3PORARY erauoE wLL E / REa,rED mrarD CONSTRICTION i 'o F>EnlG woad TPur RA� \ .� ..'. / / $ A ' L.K.MCLEAN ASSOCIATES,P.C. c FENCE TOESALVAG®. ;. : ....... /// / �// CONSULTING ENGINEERS o POSTS AND RAILS TOE �,/ / DISMANTLED AND STACKED --1! I : ..'.l .. ..... / / / 437 5 .CO AD,BROOI{HAVE RK ,/Ate' \/l. i � � 0 COUNTRY RO N,NEW YO Mroi ONNiTE FOR LOSE BY THE OWNER ° /I .\ Y�"` ../ ... .. A3PHAtT . ... �' o —/' �,'•,,.'../ / } // i �¢ Designed By.CFD Scale:l"=30' Dwg.No . PAVEEENL ./. REMOVAL.'.. / .......... .....' k ^. / ' -T Drawn y: :LM CFD Date:Feb.200 000 �LPS,OICEIL TO!wmLse®NBy,WA MOVED of pODar 00mm APPR07 �r ; EXIT11140 E D FLU.TAW TO BE ABATED AND FIENOND LIMITS OF :.. f� ,' COMPLETELY.aT.I.: y :u . ��A LANDFILLS l I N / a C -' _ \: / v) ELE7RiCAL CONTRACTOR 81i4.L . 1 �` I .. 'i � ��x ' } DA�ttMKT�ONTM GB6,ATDFV LEGEND CONNIE CAPPING a k r. \ / Co TEMPO UUTYTomD WLi E EMM WOOD GPLIT PAL A > % MATCH I.IlYE B-B - r I lEOIE�DI11NO CO18IN1CTIN1 BUILDING AND FOUNDATION DEMOLITION FENCE TO E SALVAGED. /� ....*. . '`.,..,. POSTS AND RALB TOEe�¢oi. k' l ON6TE USE Gov` _— o /I .CKED �' _/d .�,. i' DEINOLITION�3"F 8TT$;?c:. ASPi�ntr // PAVEMENT DBNOLMON Z/( N SI�DINQ REMOVAL. AND C n�j' AREA OF COMPACTED EARTK GRAVE_,CRUSFED PIEGVST CONdEIE BLOCK WALLS TO BE / 4 `y GLASS,STONE BLEND AND STOPS TO BE REMOVED DISMANTLED BY Tawi wnci$ -� ,/ // / •: FOUNDATIONS i.'. WOODIP�f®TAAIMw E --p 1 : ., :..j� //• ... ; .� .'. ,. r. ETC. +`THE c=cmnvjcm .I� t.. \ .. r;; / ...r// / =x PRECAST CONCRETE RETAINING WALL BLOCKS(FEKW VANES) �1 24'"DIA. C.P. PIPE --_ h ' ./`�EARIF1'b&Ot '+C�''r '.'�5. NV.=45.59' —' . OR' AVELBL13�DTOSE S.. k E103Rp 80UD WALL TO FEMAN �� 9. AND E PROTECTED gs,A7 ' —-T {�S ...... .. ... y.:\:' , ... SOMM TTIALER STARS,SEPTIC `;�� ` `/•: .'.\ FIIILT..... :.:..: '��� f... �. .....1.......... / / AND OILII®TO FEMAN // ... ... ..... :. ...':�:.'.'.:.:......1:-'.�,�..... .•i�.� E)O THO SEPTIC LPE FROM ADMIN.EIIONO TO '°�.*` ., ... .. ... .�. ... ........... . ...... - .. .. .�.'. ` EFE OVD AND OEM TANG TO REMAIN AM •.... .•. •..............:..�...... .q1k. ... .... n- +\ E PROTECTED AID PAB[ED WITH CONCfEIE .. ..'.'...,•................. . :*s............. '.'�'.'. y, N. T„'� \.� + SAW COT SIDEWALK ' BUIDPD TD E TBOCATTD PULL DEPTH .�... ...... .....:. ..'h;�;:,..,.,... .... ..... .... .... ....'.\.'.'.'. - Rip-FAG /� DUALS DWG 1 ..1.,. \' �.. .,�• ...•.... .. .. \.. �n .. ALL FOUNDATIONS,UILITE8 N 1 / f .. .a ` .. �'.'. `L ... Qa�ryc + BIDEWALKS STEPS AND NALPM TO 1 .. ....... aAm = Z .S62 EIEiDVTD 3;3T�� .a-A.Yy-.�-..7- '°� "•'o, .... .D �"\•`' �Q. "'� r. , �S(,� TETArIIO WALLS TO BETEMOVED ...'\.,,,,�. .. ..'. ... n yam'+ _ •�'� � F WOOD Poer Mo wu.a aw.L E IEIIOVTD AND SAVE FOR USE BY THE '°a a \/ r ,t�M.H. A ..•. ."� ' PAS HOUSET0; .. '�' .. .. \ Taws TOP-45.r8. ( gam...^... tag -i- 'T RF \ . •'�`' ' ...... q9 �y .` a. DTecal�c,•(T®AND ....`...\.. .. \.. .... ..... _�. ='• �, •:�-'ti.q°Ve. - nmi ��-�-�-�='+l � lr ..1 1 1 tea+� a ..... ....... .��. \ ...'\ ...... �.1z"�. .. �`"'"•� °SIN°HIt$APPRO�ACTEEi TO TB�ianED ,� \�. ... r�d•�• �_�,..... �g,_ ..'. „ :: :'"'�'•........ \ ' rn -:'- =�.,:7•! + \ `�� a. \.. ... >a, ..AND ASPHALT \ v ci v :�'y,�. RBJOVAL' i \m ME CHAIN LINK PCCEA '4 ...... ,.�•.... ` /Q 4J \,�. a: GATE TO T6MN. a \CONTRACTOR SHALL \ ♦ .... ..... .... LIMITIS OF ry ALL v / -\ C�M POFEIBBP,IO /,/(•i� \\ ENB OW�t�IIA1�R .' .... ..... \ d \ WITHIN THIS AREA OR AS NOTEF3:'\ 1 !,` � IE RILL OEBM.i qMG ...... ..'.'.'.'.'... PARKNo 1 ;� ..� ;........... ....'.� 3 + \ ..'.... PA .. 9BEE STE DETAILS DWQ ly V. s {�� �' `+=` +': }� \ \\ I\ ��\� DEPTH 29 FULLTHE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVING ALL STRUCTURES, PAVING, LANDSCAPING AND N N _ �' „ �° ) /� MISCELLANEOUS ITEMS LOCATED WITHIN THE PROJECT 1 AREA o ol / \ r DATE BY - DESCRIPTION JAPPROV.BY ` `// REVISIONS TOWN OF SOUTHOLD q4y L IC AR A SUF SOUTHOLD LANDEFILL ORK F /ij �� / (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) f� / , DEMOLITION PLAN (SOUTH) o / S� Q., L x.3tcLEANASSOCl4TES P.C. X/, CONSULTING ENGINEERS o / 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 Designed By:CFD Scale:l"=30' Dwg.No. i Drawn By. LMY Date:Feb.2005 a. JAppr.ved B :SFC/CFD File No.04050.000 E f I. 6 }r f AA z u ry x 1 FIE C&D --_ -- - TD N MSW -. A^ r. —' ACNVE .., »44<yg� NOTE: I ; ► i i �� THE CONTRACTOR SHALL USE THE PHASING DRAWINGS FOR EDOSTING SCAL „ STAGING, MPT AND CONSTRUCTION SEQUENCING. THE ' DOING TO IN TIVE ES"°,G AS 1 �^ o CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY COORDINATION to °oaos� v j WITH THE TOWN FORCES AND ENGINEER. THE PROPOSED E%I EXISTINGMSW 'I PHASING SHALL BE A GUIDE FOR CONTRACTOR AND MAY BE BE CLOSED DROP-OFEAR REMAIN ACTIVEE TO MODIFIED WITH APPROVAL OF THE TOWN AND ENGINEER. TO DROP-OFF BUI N ci uz 5�1 35.2 j..H j — e o' o I ..:{dk ¢437.4 co I i rrr -L x r PHASE 1 CONSTRUCTION: F` DEMOLITION OF ALL EXISTING STRUCTURES, W -- El(1 ADMINISTRATION ROADWAYS, CLEARING, REMOVALS, ETC. 0 I i �: TO REMAIN ACTIVE U �I CONSTRUCTION OF PROPOSED SCALE HOUSE a '� z• �.� FOUNDATION, SCALES, FOUNDATIONS,APPROACH x p t' } N RAMPS AND CONNECTION ROADWAYS. r PROPOSED UTILITIES WITHIN PHASE 1 CONSTRUCTION AREAS. p_ c CONSTRUCTION OF PROPOSED ADMINISTRATION BUILDING FOUNDATION AND PARKING AREA BINDER " p A ASPHALT. 2 p 3-1-05 LNY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD l •' DATE BY DESCRIPTION APPROV.BY a , o v p' p CURBING, DRAINAGE AND BASE ASPHALT PAVING © REVISIONS or a OF EXIT ROADWAY TO COX LANE (BOTH SIDES). TOWN OF SOUTHOLD 46 m 16.73 SUFFOLK COUNTY,NEW YORK 23'59 PERFORM MAINTENANCE AND PROTECTION OF LK&A SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) F TRAFFIC AND SAFETY DEVICES. F PROPOSED PHASE 1 CONSTPLiCTION a BEGIN INSTALLATION OF WATER MAIN TRAFFIC FLOW L.K.3fcLE4NASSOClATES,P.C. INSTALLATION, METER, RPZ, AND TAP. DURING 437 SO.C N CONSULTING ROAD, ENGINEEN NEW YORK 0 CONSTRUCTION Destgned By.CFD Scale =40 Dwg.No. Drawn By. LMY Date,Feb.2005 a. Approved By 1FC/CFD File No.04050.000 8 U / N "PToN RDL ea � � X Mcsn� D xNR n x � 700.97, \NG\NP`\'L ice. N 29'36'08" E w.r pd ONG tQ S ,5 R / _ — —_ 5 2938'08" W I -- _S�1y PAW �p __ I , P A E i 1 E%ISTINGSGLEHOII$E BUILDING TO RENWN f - II I `� t 11 M s +I x H S 2 Iok X is nl _ RELOCATE _ - — . Y BUILDING ,o�o 2 ID N I n e ! �. l i_ x PHASE 2 CONSTRUCTION: t II J o L _ ! DEMOLITION OF ALL EXISTING C&D DISPOSAL AREA, 3 STRUCTURES, ROADWAYS, CLEARING, REMOVALS, ETC. CONSTRUCTION OF PROPOSED TRANSFER BUILDING x 3 I=I•„ I s� V,E FOUNDATIONS, RETAINING WALLS, AND STEEL STRUCTURE P .A =E 2 11IIm INSTALL AND ENERGIZE PROPOSED ELECTRICAL SYSTEM TO THE NEW TRANSFER BUILDING, SCALE HOUSE AND ADMINISTRATION BUILDING. "' !} RELOCATE ADMINISTRATION BUILDING AND CONNECT gel UTILITIES. PERFORM MAINTENANCE AND PROTECTION OF TRAFFIC AND 3-1-05 MY AS P ER SOUTHOLD TORN SOLID WASTE DIRECTOR CFD SAFETY DEVICES. DATE BY DESCRIPTION APPROV.BY y _ G "� ___--f- 316.73' REVISIONS _- � ,46-W-_— COMPLETE EAST SIDE OF ENTRANCE/EXIT ROAD TO COX TOWN OF SOUTHOLD m - - SUFFOLK COUNTY,NEW YORK LANE. ALL TRAFFIC SHALL USE WEST SIDE FOR SITE EXITING. �1��"�` SOUTHOLD LANDFILL c (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) m COMPLETE ROADS AND PARKING AREAS FOR THE RESIDENT PROPOSED PHASE 2 CONSTRUCTION DROP-OFF AREA.0 TRAFFIC FLOW L.K.MCLEANASSOMTES,P.C. CONSULTING ENGINEERS o y DURING 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK CONSTRUCTION Designed By:CFD Scale:l"=40' Dwg.No. i Drawn By: LMY Date:Feb.2005 a Approved By:JFC/CFD File No.04050.000 D FOR - ry t UT FpCtLp5 TDDEIRAFFIG ND WEIGN BOON - U AND y INBOU - `�' w9ROX.C��i0 ^" - j F X 1. Pam. - 0 .4 H �we p 29'38'08" E - m j I ono N . _5 l w \+ -- 10 5 29 38'O8" W U Li �1 _ x NEW RESIDENT D FF o C �°°•` AREA ROADWAY 'ye"� I �•:� F BUILDING TO BE Uf R `2 RESIDENTIAL WAS OPERATIONS NST ION C ' o SST ND F� RANSF B4 G TO� SALE DU LETION/ ^ k OF P SE OR 'I / j- 1 / 1 ATM S esb{b gX -- -- -N / I j i 700.97'I� 3572 i _ C r j PH Lu �p W PHASE 3 CONSTRUCTION: 704.03' _ U i Y DEMOLITION OF EXISTING STRUCTURES, ROADWAYS, < f I r,'° CLEARING, REMOVALS ETC. x a I COMPLETE CONSTRUCTION OF THE TRANSFER s •; V I w BUILDING AND SITE ROADWAYS. I COMPLETE AND CONNECT SITE UTILITIES AND STORM A WATER DRAINAGE. FINAL SITE CLEANUP AND PUNCH LIST ITEMS. �b PERFORM MAINTENANCE AND PROTECTION OF 3-1-05 LMY 1AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD TRAFFIC AND SAFETY DEVICES. DATE BY DESCRIPTION APPROV.BY REVISIONS o V TOWN OF SOUTHOLD _ — _ =—.�... PROVIDE TEMPORARY ACCESS WAYS FROM NEW V �'�.".` SUFFOLK COUNTY,NEW YORK SCALES TO TRANSFER BUILDING. SOUTHOLD LANDFILL C (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) m F PROPOSED PHASE 3 CONSTRUCTION o TRAFFIC FLOW L.K.MCLEAN ASSOCIATES,P.C. CONSULTING RS DURING 437 30.COUNTRY ROAD, ROOKHNAVEN,NEW YORK M o CONSTRUCTION Designed By:CFD Scale;1"=40' Dwg.No. i Drawn By: LMY Date:Feb.2005 O a Approved By:JFC/CFD File No.04050.000 1 �`^1 �'- SITE DRAINAGE CALCULATIONS ;I/Il&2 CI113&4 ' ARC = Vc 1,625 S.F. x 0.3(VEGETATED)= 1,987.5 S.F 4,413 S.F. x 0.3(VEGETATED)= 1,324 STii (WATERSHED AREA IN S.F. x RUNOFF COEFFICIENT x - .1,060 S.F, x 1.O(PAVED)= 11,060 S.F. 10.630 S.F. a 1.0(PAVED)= 10,700 S.F. 0.17' RAINFALL = VOLUME CAPACITY IN C.F.) TOTAL TOTAL / ,-E 1 13.047.5 S.F. x 0.17' = 2,218.1 C.F. 12.024 S.F. x 0.17' - 2,044A C.F. 10' DIA. STORM DRAIN BASIN (SEE SITE DETAILS) (68.42 C.F./VERT. FT. IN DEPTH) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) _ - I MIN. VERTICAL DEPTH OF LEACHING RINGS = UA F1. MIN, VERTICAL DEPTH OF LEACHING RINGS = 99.9 EL PROVIDE: PROVIDE: THREE (3) L.B. - 12 VERT F7. EACH THREE (3) L.B. - 12 VERT. FT. EACH 6•NT.CNAN LINK FENCE ANDS DATES(BLACK N L LAD1 1 ( L3 C2 C3 L4 R" t v :, C6 L7 L8 L2 �� C1 .-- t- _ C4 i 15' C5 L6 .7a y - --- �.cr,POSED CONC CURB u, -- -- ,jpl ,rM'�Ir�--r-� -r='S� -"--- •-•-- --` -- _ ,�, _ -.- _ -_-ter _m , ,• w �- �¢� a 6'NT.CNNN LINK FENCE AND CENTERLINE CURVE TABLE "ram CENTERLINE LINE TABLE GATES(BLACKANYLCLAD) mz CURVE LENGTH RADIUS CHORD LINE LENGTH BEARING NORTHING EASTING U '4 C1 28.61 300.00 N25'05'00"E L1 11.75 N56'35'46"E 296652.59 2414302.81 Goy +° C2 28.57 300.00 S25'04'46"W L2 63.50 N27'48'56'E 296659.06 2414312.62 0� F� C3 28.57 300.00 S30'32'1 1"W L3 90.71 N22'21'03"E 296741.13 2414354.38 - C4 28.57 300.00 N30'32'11"E L4 92.58 N33'15'53"E 296875.50 2414415.49 / C5 28.57 300.00 N25'04'46"E L5 19.83 N27'48'29"E 296977.51 2414480.78 C6 28.57 300.00 S25-04'46"W L6 92.58 N22'21'03"E 297020.92 2414502.14 \ PROPOSED ENTRY ROAD PLAN L7 33.45 N27-48'28"E 297132.41 2414549.45 I SCALE: 1"=30' LS 175.90 N27-48'28"E 297162.00 2414565.06 �I � ae o I N a � N , O N N - 60 -.-- n. N Le tl a o< a N 0. 6 I -._-. _ -.. N N Z O N N a N N b I O O'o v�1-11 vO oil F t ~Z O. O d a N O a �O W 0 9 z 2 0 �Z Ov _ 0.50X �- --� a". QC, ��oi + .v +ai a�z 3L,i » m22 .Z �- y f 0 UK`Z VI ZZ - PROPOSED GRADE --� ---t---_. >> z = x 1.00X EX. GRADE I JAN. 2005) U a i I o 50 - _i ' Ia � A � I I b I $ DATUM ELEV 45.00 -- 0 h N N tl1 .-N In N IA_ ON N I� T N '�I� O N f� N N O!r �N 'n,C a0 10 O m� ,O Ol � ND � �� �� N� ti1� N� In m 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0. PROPOSED ENTRY ROAD CENTERLINE PROFILE o SCALE: HORIZ. 1"=30', VERT. 1"=3' 0 ^' DATE BY DESCRIPTION _ APPROV.BY a 30 (TYP.) REVISIONS 0 m z 1 TYPE (T TOWN OF SOUTHOLD ASPHALT w�15' (TYP.) "_TOP COURSE (TYP.) SUFFOLK COUNTY,NEW YORK z 6.. HT. CONIC CURB REVEAL (TYP.) L IC."I` SOUTHOLD LANDFILL, 3 MAX. 2f-� (TMP) 2% (TYP.) 3�� TOPSIL & HYDROSEED (nP.) (TRANSFER STATION&RERESIDENTIALDROPOFF DESIGN) PROPOSED ENTRY ROAD PLAN & PROFILE .'a EXISTING BASE COURSE & 4" TYPE 3 ASPHALT BASE COURSE (TYP) R c A sueensE c L K.MOL&W ASSOCIATES,PC 6" R.C.A. SUBBASE (TYP.) m CONSULTING ENGINEERS 437 SO.COUNTRY ROAD.BROOMAVEN.NEW YORK PROPOSED ENTRY ROAD CROSS SECTION (TYPICAL) Designed By:CFD Scale: l"=30' Dwg.No c NOT TO SCALE 0 o 0 r rov d By:JFC/CFD Filee AN..04050 000 11 a RIM=44f37' w �5717 V/ CENTERLINE LINE TABLE yy OVER LINE LENGTHI BEARING NORTHING FASTING SCH DU 1-11 415.76 296656.80 2414297.22 Y EX , A LIO 162.70 S64'02'50'W296534.90 2414110.64S.LC.B #2 '` E 6660.52 2414303.84. 27 L75 18.69S21-35'04"W 296439.91 2414402.53TOP=46.59 00 L16 1.74 N12.04.15"W 296426.81 241434414 ^ / L17 44.14 N7T04'15"W 296476.74 2414296.26 Y L18 133.78 N26*19'10"W 296486.62 2414253.24 L79 21.47 N60'24'58" 296588.52 2414344.73 L20 91.48 S58'56'28"E 296598.80 2414388.64 L21 1 109.35 521'33'47"W 1 296437.70 2414408.11 �•-ems:' / - CENTERLINE CURVE TABLE ` CURVE LENGTH RADIUS CHORD C7 41 10 65.00 N45'55'53"E 0 ` C8 66.95 75.00 S38'28'23"W /V C12 55.38 62.00 NO3'59'48"W - - GJ�B •O/P• iJ o a\a �`,e C13 68.97 27.00 S85'15'14"E C14__ GONC 7 71.47 63.00 N44'34'15"W C15 26.46 25.00 N89-15'45"W C16 15.45 88.00 N26-35'34"E a \a i� MATCH LINE A-A CONIC"C 5Ep StE \ \�\7a, / QROpO 115. 7 , $tie •'' �+' APPROX. 400 / �� i7��TTO - a\ 56.33 LIlVIITS OF f� PAVPHALT EMENT /. \a BM CAPPED / AS LANDFILL- J SCHEDULED 90 C�QI N 29654T42 E 2414477.86 CONC. BLOCK RETAINING "� pF- �- IDEWALK E WALL AS ,gyp CURB RAMP P V ro DETAILED GON L (TYP.)CONC. 0 ,;.....- /oN / i/ J --___Nd�••.�_ RETAINING l�6 oZy� 0wALL As rryo• 5' Bp12. to sio o /r• J y Fp % Ci WIDECWALK Illl CO C. w'4Lk / o+} 0\ CONIC. e0 PADS AS So v /t/ SCHEDULED "c y 0 I - (TYP.) c) Ago 4 4 C) y. W -- - _o ASPHALT PAVEMENT = w Q/1/ Q oa. b k'H1TF AS 105 ' - Qc 4� i-SCHEDULED !wo o m X CO CD J CONC. c / STA. SIDEWALK _ AS n 4+29.5 O S,Si„ 0 SCHEDULED �( (TYp.J 3-1-05 LMY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD ?_ a - PROp DATE BY DESCRIPTION APPROV.BY / ED IjESIDENT �1 f REVISIONS `s RE I TOWN OF SOUTHOLD y Es wgsr / suFFOLx courrrr,x YORx 593• NMI E D LIC _ ����� W Ia' ' w DE y4 l Z w lI 5 C. WALK /, MATCH LINE B-B soUrxolo iarmFul "�yT� �!� �x W/ CON (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) o 3 ;rY°7 a " "- T/� � °' LAYOUT PLAN (NORTH) s O t2,0' ASPHALT J $E :{ i o y x u hl� N / O - I J _. �7;"pJ PA ASENT �UgRCHIT 3 a` � l I mo. L K.YcLE"ASSOMMS,P.C. c 4 SCHEDULED FOR EC7 Y �/ CONSULTING ENGINEERS N ALL BU PLANS �3 W / N 437 SO.COUNTRY ROAD.BROOICMVEN,NEW YOM a a D/MENS� ILDINC o Designed By.CFD Scale:I"=20' Dwg.No 3 NORTH PLAN y O //o Drawn B LMY Date:Feb.2005 NS � •., 12 ^ Approved By:JFC CFD File No.04050.000 MATCH LINE C9 ah E a CONC. WALK + APPRUA. tom o SEE ��. �3 aW €• s LIMITS OF / a E Izz FO RCHITECTU CAPPED i o R ALLBUILD Al PAN DIMEIV BUI S II�G S LANDFILL; \\ a SIpN 2 22. . PROPOSED o Wa TRANSFER 19 l ST a� STATION j 5 32 If BUILDING i� a 05 4, 'LE l l T lP OZ a 6N QD TF / ' 1/ 2 ; O irk O CENTERLINE LINE TABLE LINE I LENGTH I BEARING I NORTHING I EASTiNG L11 415.76 _ _ 2 2 v 812'53 57"W 296534.90 2414110.64 /// 21.72 L13 7 0 5.86 N56'18'44"E 296067.94 2414143.93 0 SIDEWALK / L22 197.54 S31'3722"w 296322.21 2414361.01 CURB RAMP /! L23 83.58 S52'21'57"E 296108.61 2414247.83 cONC. (TYP.) CENTERLINE CURVE TABLE r BLOCKRADIus CHORD 637 ��a� J = _ aETAIN1NG,i - " � - `.^i.'.�� WALL AS _2 QC. _ � C9 11.71 10.00 A, S20'38'07"E � 1 t-a y' T ' co m C10 55.81 46.00 S88'S5'44"E 51.42 7J DETAILED, 4` // / NAL MAG SET / �O // / C11 102.50 1 13070 N35-36'29"E C16 15.45 88.00 N26'35'34"E C17 43.57 35.00 N88'01'37"W N 296186.22 T E 2413881 .9404 ASPHALT EX. 24"D PAVEMENT AS C.P. PIP L SCHEDULED '�Q,\•\ Y c. .•sC. a� ti L F APPROX. v UMTrS OF I.-� � M CAPPED \ 22 2 o QP \ LANDFILL \ '� �, - _ '\ 2� _ \ 9q �,�P 5 k' - ASPHALT i1 f•• _ ` \ EX. h'� \ / PB O\ ! PAVEMENT Y<1Y j• +\t m �—-n-��:.. ,t� / D.M.H.#1 - �Q =:� SCHEDULED �� \ 'I -� •1k \��V 4 37 f / / TOP=45.98' CIO m G 'Q• o o a DATE BY DESCRIPTION APPROV.BY / + REVISIONS TOWN OF SOUTHOLD L IC I"�` SUFFOLK COUNTY,NEW YORK `. SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL.DROPOFF DESIGN) r r SOUTH PLAN LAYOUT PLAN (SOUTH) L.K YCMANASSOMTES,P.C. CONSULTING ENGINEERS 0 437 SO.COUNTRY ROAD,BROOKAAVEN.NEW YORK 0 Designed By:CFD Scale:1"=20' Dwg.No. 0 Drawn By: LMY Date:Feb.2005 13 a A roved BY:IFC CID File No.04050.000 GENERAL NOTES: CODE AND STANDARDS 1. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE,LATEST EDITION,AS AMENDED BY ALL FEDERAL AND LOCAL EXISTING STEEL GENERAL.CONTRACTOR TO RELOCATE AUTHORITIES HAVING JURISDICTION OF THE WORK. FLOOR FRAMING EXISTING WEIGHT FACILITY CONTROL 2. ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ACI STANDARD 301 TITLED'SPECIFICATIONS FOR ON THE CENTER TO PROPOSED FOUNDATION STRUCTURAL CONCRETE FOR BUILDINGS. RELOCATED SEE SITE PLAN FOR LOCATIONS BUILDING GENERAL CONTRACTOR TO REMOVE 3. ALL CONCRETE WORK SHALL CONFORM TO ACI 318-1999"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'. - — -- 7---r ALL ANGLES WELDED TO THE EXISTING EXTERIOR FRAME. PREP, ATI ----- PRIME AND PAINT BLACK THE WALL EXISTING STEEL FRAME EXTERIOR. 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED AS 2 TONS PER SQUARE FOOT. FOOTINGS MUST REST ON BOLTED TO CMU WALL LJx3 UNDISTURBED LOADBEABING SOIL.NOTIFY GEOTECHNICAL ENGINEER PRIOR TO PLACING FOOTINGS FOR VERIFICATION OF FIELD CONDITIONS 'o W/}L2" EXPANSION AND COORDINATION WITH SPECIFICATIONS. SEE ALSO SPECIFICATIONS. PROPOSED 1 W P.C. N ANCHORS SPACING TINUOUS 2.B FOUNDATION W THE ELEVATIONS OF BOTTOMS OF ALL FOOTINGS SHALL BE 3'-0•MINIMUM BELOW GRADE. ALL SHOWNN _CON ON PLAN I (TYP) 3. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE IN PLACE. PUMP AS REWIRED. GRADE 4. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE TWW 50 FEET APART AND NO LESS TWTHAN4 FEET FROM ANY PIER. -_ < REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION JOINTS, ANGLES WELDED TO FLOOR 5. SLABS ON GRADE SHALL BE PLACED IN THE ALTERNATE STRIP FASHION TO MINIMIZE SHRINKAGE. MAXIMUM PLACE DIMENSIONS SHALL FRAMING AND EXPANSION �C_ 4" REINFORCED CONCRETE NOT EXCEED 20 FEET. BOLTED TO FOUNDATION. �o WWM W/6x6-W2.OxW2.0 TYPICAL AT CORNERS AND I 6. PROVIDE ALL NECESSARY SHORING, SHEETING AND BRACING FOR DEEP FOOTING ELEVATIONS. 4' O.C. -2" x 4" KEY (TYP) 7. CONTRACTOR SWILL BE SOLELY RESPONSIBLE FOR MEANS&METHODS OF CONSTRUCTION.CONTRACTOR SWILL ENSURE PROPER BRACING L IF E OF FOUNDATION WALLS&FOOTINGS IS PROVIDED DURING BACKFILUNG;BOTH SIDE OF FOUNDATION WALLS SHALL BE BACKFILLED CONTINUOUS POURED SIMULTANEOUSLY. CONCRETE FOOTING COMPACTED FILL B. ALL EXTERIOR CONCRETE TO BE FINISHED. CLEAN AND GRIND ALL DEBRIS ON WALL SURFACE AND PARGE ALL VOIDS. 2'-0' 6" LIFTS ATE ANCHOR PLAN - SECTION A A IALL CONCRETE DESIGN AND PLACEMENT SHALL COMPLY WITH THE LATEST EDITION OF THE ACI BUILDING CODE REQUIREMENTS FOR REI SCALE:}Z"=1'-0" SCALE:2'-1-0 2. CONCRETE SHALLSHALL BE STONE FORCED CONCRETE AND OTHER APPLICABLE LCONCRETE SFWl DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS FOR FOUNDATION;4,000 PSI WITH A MINIMUM OF 4%AIR ENTRAINMENT FOR ALL OTHER CONCRETE.(INCLUDING SLAB ON GRADE). 3. REINFORCEMENT SHALL BE DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WELDED WIRE FABRIC TO BE 6x6 W2.Ox2Q IN CONCRETE SLAB ON GROUND. 4, FOLLOW ACI RULES AS TO TIES, ANCHORAGE. SPLICES, CONCRETE COVERAGE AND REINFORCEMENT SUPPORTS. 56" 5. REINFORCEMENT MARKED"CONTINUOUS"(CONT.)SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND CORNERS, AND HOOKED AT MIN. 4' - MAX. 6' 5--0' BUILDING NON-CONTINUOUS ENDS OR EXTENDED 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. BETWEEN POST LANDING 1 DMA. ALUMINUM 6. PROVIDE SLEEVES µD BO%OUTS FOR OPENINGS FOR MECHANICAL TRADES. FOR SIZE µD LOCATION OF ALL OPENINGS, SEE PITCH AWAY FROM BUILDING • 1:48 ci ARCHITECTURAL AND MECHANICAL DRAWINGS. OPENINGS SHALL BE PLACED SO AS NOT TO AFFECT THE STRENGTH OF THE STRUCTURAL MAX SLOPE LAG BOLT RAILING PIPE HANDRAIL TO EXISTING BUILDING MEMBERS. e #4 ® 12"O.C. (TYP.) 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, ANCHOR BOLTS, ETC., AS REQUIRED BY ALL rn 84 ® 18 O.C. (TYP.) W l3" TRADES BEFORE CONCRETE IS PLACED. O a c J PREMOLDED PIPE SLEEVE MISCELLANEOUS N < m0 EXPANSION .. io cli0 JOINT 2"x4"KEYWAY aIIl II II 3,000 PSI, 28 DAY CONCRETE I. CONTRACTOR SWILL VERIFY CONDITIONS IN THE FIELD µD IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT AS ASSUMED, SO i ❑ 4 II I- N 4"MAX SLUMP 2. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REWIRED A1ll1 BE RESPONSIBLE FOR FITTING y = II • MOIST CURE THAT ADJUSTMENTS CAN BE LADE. w • BROOM FINISH NEW CONSTRUCTION TO EXISTING #4 O 18"O.C. CONDITIONS. .o MAX. COMPACTED FILL 0 1-III-IIILIZIII SLOPE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REWIRED SHORING. _ 1 2"x4" KEYWAY 8" p, II 12 4. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS µD µY 0 1=11 L— I �4 CONTINUOUS DISCREPANCIES AND/OR INTERFERENCES SIWl BE REPORTED IMMEDIATELY TO THE ARCHITECT SO THAT CORRECTIVE MEASURES Gµ BE TAKEN. o III—III II�III =TI-1R IIITiI i� l ll� MINK I5tLUW GRA 11.. SIN AREAS TO BE BACKFlLLED,PUCE SOIL IN 8"LAYERS AND COMPACT TO 95%DENSITY. por 3" 1'-4" 2. EXCAVATED MATERIAL(SOIL ONLY)FAY BE USED FOR BACKFlLL AS APPROVED BY A TESTING LABORATORY. MIN. 0 .p y PROPOSED RAMP/HANDRAIL SECTION B-B PROPOSED RAMP/HANDRAIL PROFILE SCALE:Jk"=l'-O" a SCALE:h'=l'-O" m m 1 In FOUNDATION VENT - GREENHECK MODEL BVE 1616 OR APPROVED EQUAL g 16 i/TPICAL OF 2 YP P.C. TO TIE INTO EXISTING WATER LINE WRAP EXPOSED WATER PIPE WITH HEATING CABLE AND INSULATE TO 54" c` PLUMBING CONTRACTOR TO FIELD VERIFY LOCATION OF BELOW GRADE j SANITARY DROP ON THE EXISTING WEIGH FACILITY TO BE RELOCATED AND INSTALL PROPOSED SANITARY PIPE WITH CLEAN OUT IN A SIMILAR LOCATION. GENERAL CONTRACTOR TO A EC TO WIRE FAN TO METHANE DETECTION a WRAP PIPE W/ HEATING CABS fl—FINISH TOP OF FOUNDATION 14 CONTOL PANEL NSTALL OUTLET WALL SMOOTH AND LEVEL TO I ELECTRICAL CO UNDER BLDG. FOR IHEA NG CABLE RECEIVE RELOCATED BUILDING 4 B GENERAL CONTRACTOR (GC) TO SLEEVE OPENING FOR 0 14 — — — — — EXPLOSION PROOF EXHAUST FAN (ROUGH OPENING DATE BY DESCRIPTION APPROV.BY pG PROPOSED HANDRAIL _ --- 1 19.25" x 19.25") GC TO SUPPLY AND INSTALL METHANE EXHAUST FAN REVISIONS 30'-0" 5'-0• I I I ? - GREENHECK MODEL SET-12-432-C8 W/ EXPOSION PROOF MOTOR ENCLOSURE OR APPROVED EQUAL TOWN OF SOUTHOLD .y PROPOSED CONCRETE RAMP LANDING I '� LK.",, TO VE SEPTIC S.C.C.H.S. SUFFOLK COUNTY,NEW YORK MAX SLOPE 1:12 L— — — — — — — — — — — APPROVED SEPTIC SOUTHOLD LANDFILL ., ,,� SYSTEM (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) G LUMBING CONTRACTOR TO INSTALL WASTE PIPE TO 5' OUT FROM THE BUILDING. COORDINATE WEIGH FACILI'I'Y 0 8 2t—B" AND INSTALL PIPE PENETRATIONS IN FOUNDATION PLAN & DETAILS 14 CONTRACTOR 0 TlE WWALL PRIOR TO THE OTOCWASTERETE PPIPE ,e,Np GENERAL o L.K.McLEANASSOMTES,P.C. (A INSTALL THE WASTE LINE TO THE APPROVED SEPTIC TANK. CONSULTING ENGINEERS ,4 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK FOUNDATION PLAN � Designed By:CFD Scale:AS 3HOAI4 Dwg.No. i SCALE'Y4=1'-O" Drawn By:MCJ Date:Feb.2005 14 o. Approved By:JFC/CFD File No.04050.000 - � e'THICK CONCRETE RETAINING WALLS-SEE DETAL c-C 70--I I/2"-- . 20._0.._ .I.. ._ . A--� 13r"{A4".rgo"'1.,.1 q'dFA:raiin. 6 9 --- - --- - - 24-0 1 _ 22'- 1 4 I _. TnCV Si 83 _. __. TCV 33.6 Q r- r�:-i.PJ� Ir'. )" - FIEV.351 ELEV.543 _.. '�.r T A� R t.•2 U' - Q I T C 54.8 'W TC_SS_f INBOUND SCALE .,X.I I iFy j � INBOUND SCALE PROPOSEDRAMP I I N Aw q wM' ELE _ . I r CONCRETE R ANNG WALLS SEE DETAIL 35 I PROPOSED RAMP ry TO sa. aLva ss. 54 s .ARAd LOXwEa nee-r EILY ss1 I - _ _ _ 7 _ 3 ur:�.Ss.l DUN,54.s n Ev 51 _ TC.SSe TC .8 ) ` At try A--� e LO CA I LL) 1._' - 6o.ms (M.RJR 512) L Y "r1 Lire l�. A) I: CR 4 -..JiYE •Jy fs ii'- 1 If 1''y- Yti�L..S.7_'.'3J_ L 1,7.r�L'^�'A'Y1`^i�LT'^L`i a ss: P,gMP ;7 „ ' SCALE HOUR - r nWrA cG1lMloc 1WJ!-uz «.2C4b, 4 B — B uL E.EV 5V.] - -- - Tc.54. 20'-0' 10' d f: , x xr4 . aEY din Q I.. - 4 -7 �,.'.�F o *' nhn n+� 1 10_0 jl �.,:oc EIEV 5,: �.� 3I. Mt a OUTBOUND SCALE—� M' I �� t l71%�5 ira `#' S' a'.I I r 00mc a REGAINING MILES-m MAL c b PROPOSED RAMP I ==J' I �Y laa_d Op OUTBOUND SCALE y1y _ PROPOSED RAMP D- EL � O. TO sie To .a I #A,1�Y� o --�,_-1 r #V 'x '.T" I °a sse nD 543 sTNw.A NNe ' -Y" _1-+ J�1 ..: .. S1r�r !`�i7i T'�.A .,'Y. _ I s '1��: "O` I.11 S - - L y 0• OUTBOUND BY-PASS PLAN VIEW FOR SCALE FOUNDATION SCALE: 1 = 6' APPROACH LENGTH 40' OVERALL - sEE covlxc AicIE/quMPEq 70'-1 1/2" OPENING APPROACH LENGTH 40' OVERALL 30-0" - --10.-O" PRATE ATTACNMENi DETAA REFER TO NOIEs TOP OF PIER AT O DATKNN Sad-TY%CAL 10'-0" �eawcRETE SmE WALL w,M 6'gEVG1 Lw[a.. TOP OF PIER AT ELEVATION 538-TYPICAL ,G"q iNFa+ceD ConcRETE RANT 30'-0• I It rogcEZ 1 ' SlA1NDWtO PMOWAY PAVENEM �- 3 COVER TPK.AL T,p _ camRnE OE AA WITH It gEVFIi sLCFE .. .. - �..•6� +«. --,-- rc ��,:•T- • .:s.. •.re• • a.-0. b /S RE, O 6'0L MOOIH MM frvPl,• EN IS F M L// RObw Y P vE s-r +EBAR•12"O C E1fJN WAY(Twl woNA♦,S'Oc AwrM(ml Yam- - ,O:tOA'MNXc CONCIS'rE - e,eu 5 PEBAR a 12'O.0 aEEPm PAD --•° 1 CRUSNm STONE bhP aCOss MOOR',A.aRoc° �1 'a-I I- . m.nTEn F.aq¢(*m) sue.—~ ••= w m wf6cgruE(Twl z'oc ua w.r(TrPI - sLErnEq P. /5 R MIR a 12"O.C.EACH WAY(TR) , 0 0 Kac CONCRETE 05 RMIAR•12-D.c.E w6r(Irv) Is Rraw a I2•oc.ucN wr(TrP) r'-0 ass N°orFEO PRacroq CROSS SECTION FOR SCALE FOUNDATION SCALE: 1" = 6' e a an- C o f-r anv Y s-o•ra TREAT PLATE 2 MPS RA WITH E` -A a/Y Tro MA5IERPLATE 00 OR APPROVED 10 30' (1rP) DUAL SO ACE AGGREGATE DRr I.----LEVEL APPROACH _2 1-11v e' SHAKE SO ACE HARDENER I ROPOSED RAMPED APPROACH 2 an • 5 1/2" GUIDE RAIL NOTES' DNEv�ssi NE l 1 REVEAL(tw.) "CoCRETE sLAb WITH - o'-aR M+zNM— ._ .. 1. THE CUSTOMER SHALL SPECIFY THE l�_ = I 6"REYEgL(irp.j PAVEMENT DIMENSION FOR THE SAFETY BUMPER I I"w Tw) 3 BARS a 12'DO EACH WAY 1/2'BITUMINOUS --- A. 0 CTION ABOVE THE SCALE. _ •• =.rc�:. • •:.•_.•- •,r. 10"CONCRETE SLAB WITH - a 2.GUARD RAILS AND FASTENERS SHALL BE n 6-UusHEO sraAc or« HEIGHT AS REOUIRED ExPAN51IXN JOINT 11"WIDE RAMP I 03 BARS O 12"0 C.EACH WAY fi 5/8" SHIPPED LOOSE AND SHALL BE FIELD = m:.FILTEq F,BgYG(Tw) VERIFY IN FlELD 3 '=c ® INSTALLED PROPOSED RETAINING fF p e 12"0 c �., 3.GUARD RAILS ARE INSTALLED BY SLIPPING SECTION A—NeY 43 a 12.GO -7-" THE GUARD RAIL INTO A FACTORY WELDED SCALE: 1--5' EE TYPICAL WALL T RAIL MOUNT LOCATED ON EACH WEIGH BRIDGE W3 a 1W'O.0 SUBFRYADE COMPACTED TO 95% /4 O 72"O.C. i OOTING SECTION C-C MODULE. COB'("P) pea-0 c MODIFIED PROCTOR(MIN) /3 o t 2"O.C. 4.FOR PROPER GUARD RAIL PLACEMENT 6 �, CO WEIGH BRIDGE REFER TO THE ITEM NUMBER AND MATERIAL 4-CONCRETEvDEwAx mlcA WALL FOOTING fI SECTION B-B MODULE UST FOR THE DECK. CORRECT GUARD RAIL srANo.RO coTACRETE CLIMB 1-1e•�A C .� LENGTH. SECTION C-C SCALE I"=5' t 5.AFTER INSTALLATION,BOLT EACH GUARD 9RUA NOHS EXPANSION JOINT- NOTES 11P. SCALE I* 3, GUARD RAIL RAIL TOGETHER USING THE FASTENERS 10-THK;K caNCRETE STAB : SUPPLIES. � MOUNT 6 GUARD RAILS ARE PAINTED ENAMEL BLACK :�.-c'-� v, I CAIIBON: DO NOT WELD ON THE SCALE WHITE THE LOAD CELLS ARE IN PLACE TYPICAL GUIDE RAIL 2. THE WEIGH BRIDGE IS SUPPLIED N THREE MODULES MAXIMUM LIFT PER MODULE IS 9.800 POUNDS. V SEE OTC LC 3 PLACE MODULES ON LOW)CELL STANDS. ADJUST STAND SO THAT UNKS ARE PLUMB,LATERALLY AND TRANSVERSELY m FOR STEEL DECK SCALES AN-_F F'.uF TONE FILLED MEDIAN -SEE PAVEMENT 4 ADJUST BUMPER BOLTS TO 1/4-CLEARNiCE. Q, - TNT]FNATION SCHEDULE - SUBGRADE COMPACTED TO 953: 5. THE 6 15/16•MINIMUM CLEARANCE UNDER THE SCALE MUST BE MAINTAINED THE FULL LENGTH OF THE SCALE EXCEPT AT THE LOAD CELL PIER MODIFIED PROCTOR(MIN J AREAS, '� cl AN ON-WOVEN FILTER FABRIC 6 SHIM UNDER LOAD CELL BEARING IF NECESSARY TO OBTAIN PROPER DEAD LOAD AD H,rl Si 1, 7 MANUFACTURER RECOMMENDS THAT THE CUSTOMER INSTALL PROTECTIVE CONDUIT/COVER FOR THE LOAD CELL CABLES WHENEVER THE CONDITION I SECTION -� 1A_LC'A F.aDF IS PRESENT THAT CAN RESULT IN DAMAGE OR ABRASION TO THE LOAD CELL CABLES. N 6. COIL EXCESS LOAD CELL CABLES AROUND LOAD CELL WIRE BRACKETS UNDER ACCESS PLATES. SCALE: 1'= 5' 9 WORT(FROM THE CDOERUNES WHEN ERECTING FORMS AND SETTING DOLTS N 10. ON THE APPROACH E MORE.ND OR ENDS OF A VEHICLE SCALE INSTALLED IN ANY ONE LOCATION FOR A PERIOD OF SIX MONTHS OR RE.THERE L SHALL BE A STRAIGHT APPROACH AS FOLLOWS'. y (A)AT LEAST THE MOTH OF THE PLATFORM AND (B)AT LEAST ONE-HAT THE LENGTH OF THE PLATFORM BUT NOT REQUIRED TO BE MORE THAN 40 FEET,AND ro 1I T "e1 (C)NOT LESS THAN TO FEET OF ANY APPROACH ADJACENT r0 TIE PLATFORM SHALL BE CONSTRUCTED OF CONCRETE� OR SIMILAR DURABLE MATERIAL FOPY BOARD :!I ` TO INSURE THAT THIS PORTION REMAINS SMOOTH AND LEVEL AND IN THE SAME PLANE AS THE PLATFORM. HOWEVER,GRATING OF SUFFICIENT STRENGTH TO WITHSTAND ALL LOADS MAY BE INSTALLED IN THIS PORTION,AND FURTHER WHERE DEEMED NECESSARY FOR DRAINAGE PURPOSES.THE � y , COPING ANGL/RDMPER PLATE 1TT1[NMENT __-_-__ -_-_-_-_-_-_-_._-_-_- RI TRANSMISSION CABLE FROM LOAD CELL O IN SUGHTL _ INDICATOR SHALL BE IN 1"MINIMUM SIZE CONDUIT AT LEAST 24'FROM THE CLOSEST ELECTRICAL O LANE. THEY MAY CROSS AT 90 DEGREES ONLY. '/•- 12 TOP OF PIERS ARE TO BE SMOOTH AND MITHIN 1 8 p Y /" (AL PIERS ARE TO BE WITHIN I/4') 4 Mal— rx MANUFACTURER CARDINAL OR APPROVED EQUAL DATE BY DESCRIPTION APPROV.BY REVISIONS •b MODEL 13570-EPR OR APPROVED EQUAL 'Y•' 'A•- '�� vA- e0"1Ptl"'PA q NOMINAL CAPACITY 135 TONS ,�aM,- �,a.• U.S—CONCENTRATED LOAD CAPACITY 40 TONS aA4 2,�1X. PLAN TOWN OF SOUTHOLD VIEW FOR INSTALLED SCALE '' a m SU"OLK COUNTY,NEW YORK NOMINAL CAPACITY IS THE GROSS CAPACITY SCALE: 1" = 6' 'C/".` AS ASSIGNED BY THE MANUFACTURER, 110 SOUTHOLD LANDFILL m \__ (TRANSFER STATION&RESIDENTIAL.DROPOFF DESIGN) E4" CONCENTRATED LOAD CAPACITY(CLC) AS m-o rcc..mmM 'O ASSIGNED BY THE MANUFACTURER, IS THE 0 LOAD WHICH CAN BE PLACED ANYWHERE -` � SITE WEIGH SCALE DETAILS ON THE PLATFORM IN THE PRESCRIBED . - L TEST PATTERN. a' - .....- _ - _ _ _ -_.-._. _. _ _ - _ _. ' _ ___ _.._. _. _. _ -- .K McLEANASSOMYES,P.C. CONSULTING ENGINEERS c SECTIONAL CAPACITY IS THE MAXIMUM ri.--I ' M' a-s v.•>a.N ,-0,?�,,, �,e A•.�µ �T�M 437 SO COUNTRY ROAD,BROOMAVEN.NEW YORK 1n LOADING FOR EACH PAIR OF LOAD CELLS _ 2 AR• Designed By:EPA Scale:As Noted Dwg.No. v AS ADJACENT PLATFORMS (SPANS) ARE z ELEVATION FOR INSTALLED SCALE Drawn By:LMY Date'Feb.2005 15 LOADED. a SCALE: 1" = 6' -Approved B :JFC CFD File No.04050.0. 0 O DETECTOR ATTACHED TO 1"xl0"STEEL o'-o CHANNEL OR PLATE WITH STEEL SIDE WINGS&TOP(TYP.) (TYP') a' E0. 6"DIA.BOLLARD AS DETAILED(TYP.) ��) INBOUND SCALE j WALL CAM(LICENSE PLATE ID) INBOUND SCALE PROPOSED RAMP ATTACHED TO6"DIA.BOLLARDN. AT EL.4'ABOVE TOP OF WEIGH BRI GE DOME(LICENSE PLATE ID)CAM PROPOSED RAMP PO'HT:STEEL RELOCATED POLE AS SPEC. RAMP SCALE HOUSE 5 V.coNDUITs q DOME WALL(LICENSE PLATEEEEEE,,, OUTBOUND SCALE (LICENSE ID)CAM ATTACHED T PLATE 6"DIA.BOLLARD ATE . PROPOSED RAMP ID)CAM 4'ABOVE TOP OF OUTBOUND SCALE WEIGH BRIDGE OUTBOUND BY-PASS PLAN VIEW OF WEIGH SCALE SCALE: 1' = 8 �y a MOUNT DETECTOR 15" FROM TOP OF TOP VIEW CURB ON VX10" STEEL CHANNEL & SECTION B-B PLATES WITH SIDE WINGS &TOP " --------------------- c I I I I = I it i i B q 1 B - I II I I II I I II I I II I II I I II I I I I L SCALE HOUSE = I II I I I I I II I I I I � I II I I II d b I II I I II I d I II I I II I z II I II I o II I II I 00 d N I II I I II I o I I I I II I FINISHED r q I GRADE it U I I I I I II li 12"(TYP.) i i j i II I I pl I II I I DATE BY DESCRIPTION APPROV BY I II I 24"(TYP.) I I I 1I-11- I REVISIONS I I j I TOWN OF SOUTHOLD I I I LK•"•` S S ORK OUTHO LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) 1"CONDUITS -------' WEIGH SCALE SECURITY & RADIATIONDETECTION ION AN CONCRETE SHOULD L.K.McLEANASSOCL4TES,P.C. EXTEND 36" BELOW GRADE SECTION CONSULTING ENGINEERS 437 SO.COUNTRY ROAD.BROOMAVEN.NEW YORK Y RADIATION DETECTOR INSTALLATION (SECTION A—A) Designed By EPA Scale As Noted Dwg,No. Drawn By:LMY Date:Feb.2005 16 NOT TO SCALE A roved B :JFC/CFDI File No.04050.000 V EXISTING GAS VENT RISER P USL HCSE _4"VIA END OF ROE. HIH,ED STEEL CAP-- LOCKABLE COMPRESSION PLUG ( (u� 11 4"CIA EPA(,F PIPE. .� -HASP .F // I.00✓ABLE COMPRESSION PLU,: '-- rI _- MUN B SQUARE x 5 0NG STEEL PROTECTIVE 1 i'-M'EATHER FESIS'ANT PADLOCK SHALL BE CUT AND CAPPED I 1� CASN WITH HINGED LOCKING CAP ( , I li II PAINT CASING AND STENCIL WELL N05 I2"-ETTEFS' WITHAPPROPRIATELY SIZED Qe i Ij MIN. 8"SQUARE x 5'LONG STEEL PPOTECrA SECURE TO INSIDE OF PROTECTIVE STEEL CASING. J6" I CASING WITH HINGED LOCKING CAP LANDFILL PVC CAP POSITION VALVE FOR EASY OPERATION 1;'4"DIA DRAIN HOLE CAPPING , V� �� 6" j SLOPE TO DRAIN "—VEGETA T'ON 1�,t T I1 -M4'DIA FLEXIBLE PVC TUBING SECUP,ED LIMITS (V� i Ij WTF S5 CLAMPS 4T EACH END _ j I 1-- � - j 1 �CAST IN FLACE CONCRETE PACE APPROX. II ', a'DIA scH ao Pac — � - N E W GAS MIGRATION - �O oQ FORCE AND ED 4"CIF PVC E•_l E A / DR THREADED PVC NPT MOLE PIPE ADAPTER. �• 7/4".1j4-, NPT(M)r TUBING IC j TRENCH EXTENSION WITH ti'IBENTONITE SEAL(TREMIEO) a VENT - SEE DETAILS o 1-T 1}— SAMPLING VALVE DETAIL 4"DIA SC„40 PVC Q uJ FOR GAS MONITORING WELLINTERNALLY THREADED.RUSH 0NT �� N-T.S - WELL PIPE Ln I __#4 WELL GRAVEL O OQ _ .4"DIA SCH 40 PVC Z INTERNALLY THREADED,RUSH JOINT. RI C ry SLOTTED SCREEN(SLOT. 120", Jul NOTES: SCREEN wWD X I F IN INCREMENTS O N 1. THE CONTRACTOR MAY REUSE THE STEEL CASING PROPOSED RE p FOR INSTALLATION ON THE REPLACEMENT o NOTE: RELOCATED CAT E D DEPTH OF BOTTOM OF WEB._ W MONITORING WELL. BOREENTTOM SELEVABTOO�N ARE TAELE GAS MONITORING WELL - o I WTH LOCATION) SEE DETAILS i• _ O ---L ---END';AP 7t i a rj ��-12-BOREHC!E EXISTING WELL TO BE ABANDCkNED: l'. .. GAS MONITORING WELL REPLACEMENT DETAIL - CASING REMOVED • ' i WELL CUT BELOW GRADE NOT TO SCALE N -WELL SHAFT FILLED WITH CLEAN S -TOP 5' OF FILL TO BE BEN TbNITE PLl j `T o a / l i co PROPOSED GAS MONITORING MODIFICATIONS PLAN a SCALE 1" = 10' 9 3 SOLID SCHEDUEL 80 PVC PIPE RISER,FITTINGS AND GOOSE NECK- TYPICAL I w" Soz.NONWOVEN FILTER FABRIC ALL SIDES AND SEAM SHALL BE OVERLAPPED 12--TYPICAL N 31 3'MINUS WASHED ANGULAR STONE FILL IN TRENCH EXTENSION- TYPICAL c ,eo T 0 6' z - H DATE BY DESCRIPTION ApPROV.BY" 3' a — - --- --- __. I' C9 REVISIONS TOWN OF SOUTHOLD 1� m 4 < SUFFOLK COUNTY,NEW YORK END VIEW SIDE VIEW 231 I z "C,".` I SOUTHOLD LANDFILL ��W PERFORATED PVC PIPE,MINA SOIN OF HOLE X (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) E: AREA PER FOOT OF PIPE-TYPICAL w b - PROPOSED TRENCH SHALL B GAS VENTING PLAN AND DETAILS z UTT INTO THE - EXISTING GAS MIGRATION TRENCH L.K.McLEAN ASSOCIATES,P.C. v CONSULTING ENGINEERS 0 GAS MIGRATION TRENCH EXTENSION D ETA I L 437 SO.COUNTRY ROAD.BROOKHAVEN.NEW YORE NOT TO SCALE Designed By CFD kale AS NOTED Dwg No 0 Drawn By. LMY Date.Feb.2005 17 a lApproved By JFC , CFD File T- 04050.--- 4" REINFORCED CONCRETE WALKWAY------_______. • 's f 1 ---- EXISTING TRAILER TO BE RELOCATED PLUMBING CONTRACTOR (P.C.) TO TIE INTO - CONTRACTOR N COT PRIOR TO GENERAL EXISTING SANITARY WASTE LINE AND INSTALL WASTE 2'-0- 10'-0" 10'-0" 10'-0" 10'-0" 10'-0' 2'-0" RELOCATING THE CON TRAILER REMOVE PIPE TO 5' OUT FROM THE BUILDING. WRAP WRH _ IL THE BOTTOM COURSE OF VINYL SIDING. HEATING CABLE. GENERAL CONTRACTOR (G.C.)TO THE 2x4 BLOCKING ATTACHED TO THE TIE INTO WASTE PIPE AND INSTALL THE WASTE LINE ___ UNDERSIDE OF THE TRAILER IS TO REMAIN TO THE APPROVED SEPTIC TANK. — - FOR USE IN ATTACHING A PROPOSED SKIRTING SYSTEM. APPROVED SEPTIC - EXISTING FOUNDATION TO BE DEMOLISHED SYSTEM o� P.C. TO TIE INTO EXISTING WATER UNE DEMOLITION SECTION WRAP EXPOSED WATER PIPE WITH HEATING CABLE AND INSULATE TO 54" BELOW GRADE _ SCALE: 1/4" = 1'-0" r V o I � 4 EXISTING HEAT & A/C UNIT ELECTRICAL CONTRACTOR (E.C.) TO INSTALL OULET UNDER MODULAR SEE FOUNDATION PIER DETAIL THIS SHEET -� L BLDG. FOR HEATING CABLE TYPICAL OF 12 w hi ]�T G� FRAME OF RELOCATED MODULAR UNIT. L — — — fv�— — — — — — _ _ _ _.,tiyvE OF BUILDING_ — SHIM AS REQUIRED FOR LEVEL INSTALLATION II TOP OF PIER TO BE FINISHED l: SMOOTH AND LEVEL FRAME TIE DOWN (TYPICAL OF 12) .a TIE DOWN TO BE W/IN 24"OF PIER LOCATION TIE DOWN AND COMPONENTS TO BE RATED O 4750# MIN do 24" DIAMETER PIER. FURNISHED AND INSTALLED BY G.C. 1O d BOTTOM OF PIER MIN 36" BELOW GRADE. P.C. TO INSTALL 1¢'GAS LINE � o 0 GRADE G.C. TO RELOCATE BURIED LP TANK a NLPOTANK d v (5) 04 TIES O 12' O.C. FOUNDATION PLAN a 3" = v SCALE: 1/4" = 1'-0" 0 a^tl 4" REINFORCED CONCRETE LANDING „ (4) '5 BARS VERTICAL c a o co I 9 9 o 4 FOUNDATION PIER DETAEL ,a SCALE: 1" 1'-0" a b ADMINISTRATION BUILDING I 9 O NO I L V I tl STEEL SHIM AS REQUIRED FOR LEVEL INSTALLATION A INSULATED ACCESS I 24" x 24" - l—INSULATED SKIRTING: INSTALL NEAR PLUMBING = - 2x4 PRESSURE TREATED STUD WALL (16"O.C.) p, _ - STAINLESS STEEL FASTENERS ONLY GRAVEL TO EXTEND = - 2" POLYSTYRENE INSULATION BOARD 12" OUT FROM DRIP = a" -I9' CEMENT BOARD LINE MIN. (TYP) _ \ - (6) AUTOMATIC FOUNDATION VENTS (3 EA. SIDE OPPOSING) DATE _ BY DESCRIPTION JAPPROV.BY C = MODEL ST BY AIR VENT INC. 0 PRESSURE TREATED 2x TO CAP RIGID INSULATION REVISIONS c a . 'a SKIRTING TO BE EMBEDDED IN GRAVEL MIN. 6" TOWN OF SOUTHOLD L IC.".` � PRESSURE TREATED 2x STAKE O 48" O.C. SUFFOLK COUNTY,NEW YORK 4 SOUTHOLD LANDFILL o - TIE DOWNS (SEE PLAN THIS SHEET) (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) ADMINIST t~ • 9 ,� COMPACTED SUBGRADE _ _._BASE: FOUNDATION PLAN c (TYP UNDER ENTIRE STRUCTURE) - LEVEL, COMPACTED SUBGRADE L.K McLEANASSOCIATES,P.C. 10 MIL POLY SHEET, TAPE ALL SEAMS AND SEAL AROUND PENETRATIONS CONSULTING ENGINEERS - 2" SAND (MIN) 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK ~ FOUNDATION SECTION - 6 GRAVEL (MI") Designed By:CFD Scale:AS SHOWN Dwg.NU. a 0 SCALE: 1/2' 1'-0" Drawn By:MCJ Date:Feb.2005 w Approved By:JFC/CFD File No.04050.000 PROPOSED 74.-0" 5'-O" CONCRETE WALKWAY (2) 2x8 HEADERS TYP ® POSTS 4z4 POSTS EXTEND POST TO USE W/ HANDRAIL 6'-0" 2x12 STRINGERS O 12" O.C. (2) 2x8 HEADERS STAIR UP q 2x8 JOISTS PROPOSED WOOD RAMP IO 16"O.C. (TYP) 1:12 MA% SLOPE w _ ( 24 H�JS m 2xl2 STRINGERS — 2x8 JOISTS O 16-O.C. TYP — _+ _ �I O 12" O.C. (TYP) rr PROPOSED WOOD RAMP o 4z4 POSTS (TYP) 1:12 MA% SLOPE — n CUT POSTS AT MODULAR BLDG FLUSH W/ TOP OF FRAMING (EXCEPT END POSTS USED FOR RAMP AND STAIR FRAMING PLAN HANDRAILS) SCALE: 1/4" = l'-O" IPE CAP ROUND EDGES Y HANDRAIL L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 5/4X6 IPE W/ ROUND EDGES MOUNTED ON 2X4 4X4 POSTS n 1" BALUSTERS FRAMING e y 5/4x6 IPE DECKING 2XB HEADERS W/ 2x8 JOISTS ATTACHED W/ HANGERS i o ATTACH HEADER TO POSTS W/ 4X4 POST N + 7 (2)Yz" STAINLESS STEEL CARRIAGE N BOLTS k WASHERS OPENINGS SHALL NOT ALLOW GRADE PASSAGE OF 4" DIA. SPHERE `nff Iua - 74 __ RAMP AND STAIR PLAN A F WELL COMPACTED CRUSHED GRAVEL v O - -` SURROUNDING ALL POSTS aSCALE: 1/4" = 1'-0" PROPOSED NON-WOVEN GEOTEXTILE Ilk FILTER FABRIC UNDER PROPOSED STRUCTURE (6 OZ. MIN.) STAIR UP 6-O• �� 'O v m IN.CONCRETE LANDING I MIN. TYPICAL STAIR LANDING&RAMP SECTION TYPICAL RAMP ELEVATION(1:12 MAX SLOPE) mSCALE:14"=1'-O" SCALE:Y�"=V-O" t v m v m I 0 n u 4 a z m A I a 0 c`a z DATE BY DESCRIPTION APPROV.BY REVISIONS e TOWN OF SOUTHOLD N YORK LIE A A S�ODUTHOLDD LLK LAANDDFILL m (TRANSFER STATION&ADMINISTRATIO RESIDENTIAL DROPOFF DESIGN) BUILDING RAMP/STAIR PLAN AND DETAILS 0 L.K.McLEAN ASSOCIATES,P.C. CONSULTING ENGINEERS 0 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 e Designed By:CFD Scale:AS SH0WN Dwg.N. 0 Drawn By:MCJ Date:Feb.2005 �^ a A roved By:JFC/CFD File No.04050.000 y �2 �3 r4' r5l �6 r7 �8 �9 rild 1 I 1 I 2 C I 3 IY q I II Ad T_ T_ _ _ I I I 1 ;I r-------� i --- I----- ---------------------------- --------- ----- ------------ --- --------- ------- ------------- ----- --------- ---------------- ____—J_______________________________________ 1 —------—_______—_____L__J ----- ---------------------- - --------------------------- 6 ----------J -------- - --- ' I I --- ------------ --------------------- Ts I � iyil � I d I B 4C I 46 48 @ ���s i , i S i f�_ Ra a 1 I a a r----------------------------- ------------------------ -1T------ ----------- ------------ a ----_11 ida Ia I to Idd I �� ----------1 ------------- _________________—_—__—_____________________—__________4_ _L______ _______ ______ — — — �— — — — ' » — — _ — I C, _J '1 A d IL —J I I �a I I I I 1 l i I I I Ad I I Ad 6 i i ds 6 I I I g`r� Rd 4 — — — — — — r h ------- --- --------------1--- -------- _ - - I 1 ----- �, 4A D� �1� i� I I I I I I Ad 'IF 4A 5A 5 A i I I i i >s I � S I � I i I A 11 ? Y 1 1 Rd ? kd ? 2 I I d add i rd d �� 1� r-- --� r-- ---------------y ----- --- r-- -� --__--'+ F_____1 1-- — —y ------ ------y �----------ti T __J —_t__J __�__J _11_J_________________1^__�__1___—________ __ __ J II I Ad I 1 �d I I 2 1 I 5A 5 DATE BY DESCRDMON APPROV.BY I I I I I REVISIONS I I TOWN OF SOUTHOLD D I I I C UFOLK COUNTY,NEW I I L K&® S SOUTHOLD LANDFII.LYORK I I I I I I I (TRANSFER STATION k RESIDENTIAL DROPOFF DESIGN) TRANSFER STATION FOUNDATION PLAN L.K.McLEAN ASSOCIATES,P.C. CONSULTING ENGINEERS all 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK Kosurl Engineering & Consulting, P.C. Designed By:TV Scale:�'-V-0' Dwg.No. 31 MAd�DM -M N P"•MN Yu 11010 ^ Phi-(516)3e3 7] '2O .F— s1e�]e�111L w..lao-pcevn Drawn By:CO Date: FEB.2005 Approved By:EK File No.04050.000 ~ - ~ CONSULTING ENGINEERS p4 012 N I 1'_7 --4" 10" 2'-6" 104000 PSI CONC. SLAB m 6 MIL VAPOR BARRIER 012 EXISTING UNDISTURBED SUBG1aE NOTE: 0401 1- CONCRETE SHALL BE MIXED HARDENER (16)#9 a j IN SECTIONS 4-4 AND 48-46. RE TO SPECS. ----------------------------------------- ---- #5 012 ° e p5 016 Scale:3/8"=l'-0" I m O 1 PREMOLDED JOINT FILLER SEE TIP FLOOR PLAN EXPANSION JOINT h PUN n� 10" REINFORCED �i LL/jaN CONCRETE SLAB W/ �I� c SURFACE HARDENER �'S 0 2 04 012 d________ f /4 012 .. ..'° ____________ ___ 4'-0" 2'-2' 1'-10' (5) #5 CONT. M6 012V ✓> (3) N5 CONT. G ° .I o �oJ T�;* 4000 PSI CONC. SLAB #6 O16H 9 1— 6 MIL VAPOR BARRIER #5 0124'-6" 9"-4' 4'-8' EXISTING A4 012 EX SUBGRADE UNDISTURBED (q) �'S SCONi. ° r708"V it p4012" /6012"H �rr��}�} MM (��2�( (�p A SEMON 5-5 a N Scale:3/8"=1'-0" Scale:3/8"=1'-0" (16) AN N Scale:3/r=1'-0" SEE PLAN z SEE TIP FLOOR PLAN o z 0 O U in I) W ° W N Ar N , O `p 1 h a ^ a 0 f (/5 072V °c # B" Ms olzv 5 016H #5 016H. /4 012 #7012" 5 012 a #5 012 < ` 012 5 012 1H5012" (4) �JSSCONT. (3) #5 CONT. a N O 00 #6 CONT. 4 #4 BARS 01 i 4•-0^ ) ], 2,-0" #4 012 E.W. /�F�aG� Scale:3/8'=1'-0' Scale:3/8-=1'-0' Scale:3/8'=l'-0' NJ LS���OO IlU fl�� NJE Il ON 2-2/2W-2UV EL. (-0'-10") EL. (9'-0") Scale:3/8"=V-0" Scale:3/8"=V-0" I 20 H ADD (2) /7 BARS IN WALL ADD (2) g7 DOWELS IN FOOTING BEND HORIZONTAL BARS AS SHOWN v ° � _ Apo DC�Q�� 1 MAN MEW AT Oo pC��lO�C�� a ° a Scale:3/8"=V-0" b ' a n ° STEPPED GRADE BEAM DEEM Scale:NTS DATE BY DESCREPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD SUF L'K,,`.` FOLK COUNTY,NEW YORK SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL"DROPOFF DESIGN) TRANSFER STATION FOUNDATION DETAILS L.K.McLEANGI ES,P.C. CONSULTINGG ENGINEERS EERS 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK Kosuri Engineering & Consulting, P.C. Designed By:TV Scale:As Shown Dwg.No. 51 Nmh onv. •Nw N )3 Nw Y�noq Drawn B CO Date:FEB.20M 2 2 PNw,s 416)765-7400•fmc 51, I85-t029 .Mec-pneom y A roved B :EK File No.04050.000 GENERAL STRUCTURAL NOTES: GENERAL NOTES FOR REINFORCEMENT IN CONCRETE: GENERAL NOTES FOR REINFORCEMENT IN CONCRETE: r007WC/PU/W&L S*EDL E 1—The structural drawings shall be t in conjunction with the 1—Reinfo bars shall conform to ASTM A615 Grade 60, for 1—Reinforcing bars shall conform to ASTM A615 Grade 60, for "... "... ,.,.,� e,,a „o,,_, drawings of all other disciplines and the specifications. The main reinforcement. Ties may be ASTM A615 Grade 40, unless main reinforcement. Ties may be ASTM A615 Grade 40, unless e � ea �• m A . a ... contractor shall verify the requirements of other trades as to noted. noted. MOM cwo■ "■_ _< ,/^ sleeves, chases, hangers, inserts, anchors, holes and the item to 2—All dowels shall extend the required minimum distance into " _��_� m0 .e, op "., �� T� ,,., 4 be be laced or set in the structural work. adjacent mpu '°' NO p., �{ T4 "" 4 P 1 pour as specified in ACI 318 or as shown on drawings. GENERAL DESIGN NOTES " T Ctl� mpe, ao. NO 04., �� ,,., , 2—The contractor shall be responsible for complying with all safety 3—LAP splices shall be in accordance with the following table, — ■_ {� Td31^ 4 N o.)p p., y'y` Td „/.. . precautions and regulations during the work. The engineer will not unless noted otherwise where classes not called out on drawings, 1. FOUNDATION DESIGN IS BASED ON BUILDING REACTIONS .a. (0)p P.- --r. T-W ,vn advise on nor issue direction as to safety precautions and use class "B" splices. SUPPLIED BY BUTLER. NO REDUCTION ALLOWANCES HAVE BEEN "°' "a "., -'{ _-r w. ' programs. Splice table for f'c = 4000 PSI, Fy = 60,000, concrete density > TAKEN. LOAD COMBINATIONS ARE IN ACCORDANCE WITH BC 1605.3 MOM „"" """,,,", 0",;; �-r rd ',;,y 3—The engineer shall not be responsible for the methods, 145 PCF. 2. ALL CONCRETE SHALL DEVELOP A 28—DAY COMPRESSIVE „4, techniques and sequences of procedures to perform the work. The 4—All reinforcement splices shall be staggered. STRENGTH OF 4,000PSI. CONCRETE SHALL CONFORM TO ACI "' `�°�°'' "°' "°0" "«' �� '-0 '�^ supervision of the work is the sole responsibility of the contractor. 5—Contractor shall provide adequate support of reinforcement to 301-96. DRY DENSITY FOR CALCULATION PURPOSES IS ASSUMED R. .�• � MOM ,m m;F#402 � ,� ;;y 4—Drawings indicate general and typical details of construction. prevent deflection and sagging. TO BE 150 LB/FT3 m MOM "m.. n� •• ,,., Where conditions are not specifically shown, similar details of 6—Welding of reinforcement shall not be permitted unless approved 3. REINFORCING SHALL CONFORM T ASTM A615 GRADE 60, FY = '" `° ' mf" "" "°0• - construction shall be used, subject to approval by the engineer. "' `-0^'�°'r '°' �• •�5—AII ASTM and other references are per the latest edition of by the Owner's Representative. 60KS1. MINIMUM COVER SHALL BE TOW INCHES UNLESS INDICATED ^_ - »d mp7—Reinforcing steel shall have the following minimum concrete ON DRAWINGS. BILLET STEEL SHALL BE NEW, FREE FROM EXCESSIVE "' '� �° ' "°' mp `� 'd '/^ 4 these standards, unless otherwise noted. .. rr .,, �,p �. ,-0 „� 4 cover unless specifically detailed otherwise: RUST AND SCALE AND FORMED AS INDICATED ON THE DRAWINGS IN ,. .�.�.� M4,M ,.,, No re Fd 6—Contractors shall visit the site prior to bid to ascertain Concrete placed against earth 3" ACCORDANCE WITH ACI 318. ��_�• • mfe. �. mp ".. :� .� un conditions, which may adversely affect the work or cost thereof. 4. GENERAL SOIL BORINGS WERE DONE ON SITE. — `�`�"� MOM' '.�` omp P— :� r. '/,., . Concrete placed in forms — earth or weather face 2" (SEE DRAWINGS - MOM "„ nhp "-, d„ 4 ? SC-2 . SOIL ENCOUNTERED WAS A SAND GRAVEL MIX WITH A - '� °r; �' * p■= �� •� „/n . DESIGN CRITERIA NOTES: Slabs 3/4" :d ,,,r, ."m T�V-dI-I as "., -•�.� 8—All welded wire fabric shall conform to ASTM A185 for smooth TYPICAL PRESUMPTIVE BEARING OF 2TPS. FOR CALCULATION ". mp.. .,, c "■. wire fabric or per ACI 318. PURPOSES 1.5 TPF WAS USED IN ACCORDANCE WITH BC TABLE ". = mod• mpg �.. (.)p "., i� Td ,,,,ry The intended design standard and/or criteria are as follows: 9—All construction joints shown on drawings shall be incorporated 1804.2. NO WATER WAS ENCOUNTERED TO A DEPTH OF TWENTY into the structure, unless the architect approves their elimination. FEET. REA naps saenu(F GENERAL BUILDING CODE OF NEW YORK (2002 EDITION) Additional construction joints, required to facilitate construction, 5. IN ORDER TO PROMOTE REBAR LONGEVITY IN FOOTINGS, THE , CONCRETE ACI 3095 shall be located at — points of minimum shear and shall be detailed CONCRETE WATER TO CEMENT RATIO SHALL BE 0.5 OR LESS. ACI MASONRY ACI on shop drawings. Reinforcement shall pass continuously through 201.2R-20 PART 4.5. STRUCTURAL STTEELEFL AISC L.R.F.D. 93 6. THE ENTIRE TRANSFER STATION IS SLAB ON GRADE. THERE IS STEEL JOISTS GIRDERS SJI-94 the joint. / 10—All abutting concrete members shall be doweled together, NO UNDER SLAB COMPARTMENTS OR CRAWLSPACES. UNIFORMLY ti METAL DECK SDI-02 unless poured monolithically. Dowels shall be equal in size and DISTRIBUTED FLOOR LOAD USED FOR DESIGN WAS 250 PSF.WOO " do ,m •• _. D NDS-31 spacing to the adjacent member. 1 1—Contractor shall provide two (2) #6 bars extending 30" beyond '°° "`° "°° �° FOUNDATION NOTES at the perimeter of an openings gretaer than 100 square inches. u u m 1—All footings shall bear on undisturbed, firm natural soil or MISCELLANEOUS GENERAL NOTES "' A, ^s compacted fill capable of supporting a design bearing pressure of * THE TIPPING FLOOR (ELEVATION IS ASSUMED TO BE EL 0'-0' 3,000 PSF. The Geotechnical Engineer/TestingLab rior to pouring FOR THE FOUNDATION DRAWINGS ONLY P P g 1—In most cases the criteria for the structure(s) is established on foundation concrete shall evaluate all foundation excavations. 2—All footings have been designed based upon an assumed soil the drawings and in the specifications. Where it is not, these bearing pressure as stated in the design report. All footings shall notes shall govern. bear on undisturbed, firm natural or compacted fill. 2—During construction, temporary bracing and/or shoring shall be ,■ ;; ,� L 3—Top of footing elevation shall be as shown on the foundation provided wherever necessary to take care of all loads to which .. ,., plan. These elevations are a minimum and may be lowered as structures may be subjected, including equipment installation. Such bracing and/or shoring shall be left in lace as Ion as required by the engineer. 9 / 9 P g „ 4—All foundation concrete shall obtain a 28 day compressive may be required for safety and to maintain structural integrity. strength of 4,000 PSI. All concrete to be permanently exposed to 3—Protect existing structures during construction. ,■ ■, m � m . weather shall be air entrained to 5% (+/— 1%) with an admixture 4—When working within or adjacent to existing structures, all that conforms to ASTM C-260. dimensions, grades and obstructions are to be observed andm■e a■e neTAC11M N.TrNF. ■,.s ,�,an.a,.q ron..oeava,.,e.,o." 5—All concrete work shall conform to the requirements of verified by the Contractor prior to commencement of fabrication, construction and equipment installation. ' """""'■14Mf""" "" ON"�Me®°"E ACI-301, Specification for structural concrete buildings". Hot �""°"®°'""® �"°°°'"'°'°` �M IWILIM weather concrete shall be in accordance the ACI 305. Cold am 5—When conflicts occur between General Arrangement Drawings, .Ma,,,,�.,.,,cL■.,",,,,,,.,Te,,,,. weather concrete shall be in Accordance with ACI — 306. standard details, general notes and the Engineering Drawings, the 6—All reinforcing steel shall conform to ASTM A-615 Grade 60. fabricator shall make notations of such conflicts on the shop Unless otherwise noted the following minimum concrete cover shall detail drawings submitted for review. be provided for reinforcement. 6—Refer to mechanical and electrical drawings for the sizes and 7—All reinforcing marked continuous (Cont.) on the plans and locations of pipe and conduit openings with a greatest dimension details shall be lapped a minimum bar diameters at splices unless of less than 12 inches, which are not shown on structural drawings. otherwise noted. 7—The Contractor shall verify the coordination of all trades and # BARO report any conflicts immediately to the Owner's designated 5 38 representative. 6 38 7 47 REFERENCE NOTES 8 47 9 47 1. BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETE (ACI DATE 02) BY DESCRIPTION 8—Prior to commencing any foundation work, co—ordinate works 318— APPROV.BYREVlstoxs with any existing utilities. Foundations shall be lowered where 2. BUILDING CODE OF NEW YORK STATE (NEW YORK STATE required to avoid utilities. DEPARTMENT OF STATE, DIVISION OF CODE ENFORCEMENT) TOWN OF SOUTHOLD 9—All retaining wall shall have at least 12" of free—draining 3. ASTM STANDARDS — F1558 — ANCHOR BOLTS ���. SUFFOLK COUNTY,NEW YORK granular backfill, full height of wall. 4. STANDARD HANDBOOK OF ENGINEERING CALCULATIONS — TYLER SOUTHOLD LANDFILL 10—Provide control joints in retaining walls at approximately equal G. HICKS, MCGRAW HILL 1072 (7RA SMSTATION&RESMEMPfALDROPOFFDESIGN) intervals not to exceed 25 feet or 3 times the wall height. 5. SUGGESTED METHODS OF TEST FOR IDENTIFICATION OF SOILS, TRANSFER STATION 1 1—Provide expansion joints at every fourth control joint, unless D.M. BURMIESTER, 1958 FOUNDATION NOTES&SCHEDULES otherwise indicated. 6. BUTLER MANUFACTURING COMPANY L.K.MCLEANASSOMTES,P.C. 12—Submit design mix for approval. 7. AASTHO — STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, ® E ® ® CONSULTING ENGINEERS 437 SO.COUNTRY ROAD,BROOE UVEN.NER YORK 13—Per NYS Building Code, all foundation work shall be subject to SIXTEENTH EDITION 1996 third party controlled inspections. 8. MANUAL OF STEEL CONSTRUCTION. AISC, NINTH EDITION. Kosuri Engineering & Consulting, P.C. Designed BY:Tv Scale:An shoYrn DwQ.No. s VAOM b"•""•,a.F«"•""YWk „� DTnwII BY.CO Date:FEB.2005 23 _. _.._ Approved By:EK Me No.04050.000 T CE HARDENER .00R AND LOADING TRENCH (INSIDE BUILDING ONLY) /4 BARS O 12" O.C. REBAR CHAIRS EVERY 48" MAX. EACH WAY TOP AND BOTTOM TYPICAL FOR ALL REINFORCING IN EPDXY COATED ALL SLABS WALL--- DOW CORNING 890 I I I I MIN, SILICONE JOINT SEALANT— I I I < d COV. PREMOLDED EXPANSION JOINT�\ EOin. I I I I Qa a MIN,it It 2 I I I cov. a I I I BARRIER --i-'-------'---f-------------i-- 8 MIL POLYETHYLENE I VAPOR I I I TRUCK COMPACTED SUBGRADE I I I i PIT -�-----�--- ----- - ------- -----------------}-- I I I I TYPICAL TIP FLOOR & LOADING TRENCH SECTION WALL JOINT DETAIL I I I I SCALE: 1" - l'-0" I I I SCALE: r = t'-o' - I TIP FLOOR I I o I I I I I I I I I N I I I I --_________l_________________I #4 BARS t3 12" O.C. REBAR CHAIRS EVERY 48' MAX. I T____�_r------T_________________T___ EACH WAY TOP AND BOTTOM TYPICAL FOR ALL REINFORCING IN ALL SLABS ( I 27'-0" I I I cov. tYR I I N. m I N I I a SAWED AND FILLED W/ * - COV.I hED EPDXY JOINT FILLER _ < `'` •r r I I ----I---------- i -----MODIFI - ---- 6 MIL POLYETHYLENE I I I VAPOR BARRIER I I I NOTE: TOP REINFORCEMENT BARS ACROSS CONTRACTION JOINT SHALL COMPACTED SUBGRADE _ BE TERMINATED AT JOINT 9'-6" I 7YP CONTRACTION JOINT DETAIL TYPICAL SHOP FLOOR SECTION w. SCALE: 1" = 1'-0" SCALE: 1" - 1'-0" SEE PAVEMENT SCHEDULE _______+_____ ` ON SITE DETAILS i c i ' N I LIN N Ll FLOOR PLAN TAT LEGEND: °B PI SCALE:Ne' = 1'-0" EXPANSION JOINT 0 a ------- CONSTRUCTION JOINT CONTRACTION JOINT NOTES 2-0. 1 1/2 x 3 1/2 KEY s' EXCAVATE UNSUITABLE MATERIAL TO FIRM BEARING SOIL(A.O.B.E.). BACKFILL 6+ AND COMPACT WITH SELECT GRANULAR FILL TO 95% PROCTOR DENSITY m < �, ALL CONCRETE SHALL BE 4,000 PSI a ~� a ALL CONCRETE TO RECEIVE SURFACE HARDENER SHALL HAVE A MAXIMUM OF 3% e AIR ENTRAINMENT s m TIP FLOOR AND INTERIOR LOADING PIT SLABS ARE TO INCLUDE ANTI-HYDRO i < ADMIXTURE AS PER MANUFACTURER'S INSTRUCTIONS NOTE: TOP REINFORCEMENT BARS ACROSS CONSTRUCTION JOINT SHALL A4 EPDXY COATED BARS- - .o BE TERMINATED AT JOINT a a n FLOORS TO RECEIVE MECHANICAL FINISH. BLADES TO BE FLAT ON LAST TROWELLING TO PRODUCE A NON-SLIP MECHANICAL FINISH sCONSTRUCTION JOINT DETAIL PREMOLDEO EXPANSION JOINT- SLABS TO BE WET CURED FOR 4 DAYS MINIMUM o SCALE: 1" = 1'-0" SURFACE HARDENER TO BE EMERY SHAKE-ON HEAVY DUN FLOOR HARDENER BY X a < ANTI-HYDRO INTERNATIONAL, INC. GRIT SIZE #8/35 APPLIED AT 1Ya PSF r SAWCUT JOINTS SHALL BE FILLED WITH A-H MODIFIED EPDXY JOINT FILLER #250 BY ANTI-HYDRO. SAWCUT JOINTS WITHIN 4-12 HOURS OF FINISHING AND o° a PROTECT JOINTS FROM COLLECTING DEBRIS. APPLY EPDXY 21 DAYS AFTER CONCRETE PLACEMENT I DOW CORNING 890 SILICONE JOINT SEALANT ` ALL REINFORCEMENT USED ON THE TIP FLOOR AND THE TRUCK PIT TO BE EPDXY a° c BOND BREAKER COATED. 0 J y JOINT FILLER 0 gY2• JOINT \\ DATE BY DESCRIPTION I APPROV.BY N �• -i REVISIONS o TOWN OF SOUTHOLD rn 1)j" x 18" SMOOTH "/4" POLYETHYLENE EXPANSION CAP , �'�."ASUFFOLK COUNTY,NEW YORK EPDXY COATED BARS O 24" O.C. > a SOUTHOLD LANDFILL PREMOLDED EXPANSION JOINT (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) TRANSFER SIATION TIP FLOOR CONCRETE DETAILS 0 EXPANSION JOINT DETAIL REENTRANT CORNER REINFORCEMENT DETAIL L.x.McLEANASSOCL4TES,P.c. SCALE: 1" - 1'-0" CONSULTING ENGINEERS SCALE: 1" = V-O' 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK d Designed By:CFD Scale:AS SHOWN Dwg.No. 0 � Drawn By:11G Date:Feb.2005 Approved By:JFC/CFD I File No.04050.000 24 DOOR AND FRAME SCHEDULE ABBREVIATIONS: DOOR FRAME HARDWARE NOTES MATL GROUP H.M. - HOLLOW METAL MARK SIZE MATL GLAZING S.R.U. - INSULATED STEEL WD HGT THK ROLL UP 1 3'-0" 1 6'-8" 1 STEELI INSUL H.M. A 2 3'-0' 6'-8" 1 STEEL NONE H.M. B 3 3'-0' 6'-8' STEEL NONE H.M. B B 5 3'-0' 6'-8" 1 N' STEEL INSUL. H.M. A 15'-0- 20'-0- -Y4 S.R.U. NONE H.M. Pao Lm MW OPE+ 30 �i 6 15'-0- 20'-0' 34 S.R.U. NONE H.M. Pao lncx Nosr avorx ^0 7 3'-0- 6'-8' 1-Y4 STEEL INSUL. H.M. A 135'-0' 10" 10" 2.- 6,-6' 12'-10" 15'-0' 4'-6' 6.70'-0 12 O" 0 44 00' ZIP DRAIN CAST IN ,�-� 6" _ CONCRETE AS SPECIFIED 1 0 -—-—-—-—-—-—-—-—- - -— INSULATED STEEL ROLL UP DOOR o m n 1 1 SHOP 4'_4" N PANIC HARDWARE EL.49.00' AT ALL EXTERIOR DOORS 5'-6' n -- --- '-�" - _ ------------------ - - -- DOOR 5 & 6 DOOR 2 & 3 DOOR 1. 4 & 7 A 30 INSULATED WALLS FULL HEIGHT, INSULATED WALL 3p DOOR ELEVATIONS I SECONDARY FRAMING AND 0 WITH EXPOSED '0 1 SECONDARY FRAMING METAL PANEL (TIPPING FLOOR I SIDE) BY METAL BUILDING 20'-9' 7'-0' MANUFACTURER C i 25 MECH. '' TRUCK PIT KNEE WALL 4.00'o TOP OF WALL 52.00' o n I N O TRUCK PR N OPEN RATE GALVANIZED STEEL STAIRS WITH RAILING 4R07" - --- -�- f1------- ------------ - - -- _ TIPPING FLOOR _o EL.49.00' UNINSULATED STEEL ROLL UP DOOR 8'-0' 'o �I R-19 GATT INSULATION 6'-0' 1 N 3/4" PLYWOOD 6' STEEL PIPE BOLLARD FILLED o n WITH CONCRETE (2 PER SIDE 1 1x4 WOOD TRIM e _ _—-—-__ _—_—_—_—_—_�J7CEPT TYPICAL SO T ALL OPENINGS ry n n p n nnI n 4.n �I ry11�1nw n„ ORSj SEE-OL'IAI� n'1 n�/1 I r r n'^ PRIME AND PAINT m N 18 GA 8'CSJ3 0 16'O.C. l UNINSULATED METAL WALLS (TYPICAL 1 IN ALL AREAS EXCEPT SHOP) o N 5/8' HIGH IMPACT GYP � 27-0' 27-0" 27-0' 27-0' 27-0" P8" HIGH FINISH 3 COATS, PRIM FRP5E IMPACT GYP N AND PAINT FINISH 3 COATS, a - PRIME AND PAINT s 4 ' EXPOSED SECONDARY FRAMING v o TOP OF WALL 58.00' 55.00' 20 GA. 6" CSQ e o OPEN GRATE GALVANIZED STEEL 0 16" O.C. STAIRS WITH RAILING i R-19 BATT IN LATION -- 11 R O 7' EXPOSED METAL BUILDING INSULATION 46 MOISTURE RESISTANT GYP o 1 FRP PANELS HEIGHT o 6-0" 54.50' 10 T O 11" 26'-4" �," N p C O i7 m UTILITY ROOM s BATHROOM y 1-0. a B 8-0' 4' RUBBER BASE m m30 4'CONCRETE WALKWAY GRADE BATHROOM ONLY : 0 C m o TOP OF WALL 58.00' o FLOOR PLAN l o SCALE:xe" - 1'-0" N/ 55.00" 49.00' 0 PARTIAL SECTION C c � SCALE:h' - 1'-0" DATE BY DESCRIPTION APPROV.HY HANDRAIL 0 34"- 38" HEIGHT TYPICAL REVISIONS PAINT ALL RAILING TOWN OF SOUTHOLD < SAFETY YELLOW T w GALVANIZED METAL SUFFOLK COUNTY,NEW YORK n L IC."�` SOUTHOLD LANDFILL .gym' x OPEN GRATING e G " """"'-'� --- (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) —=ANSFER STATION F9 4" MAX. SPACING ``',_ SECTION / FLOOR PLAN BETWEEN RAILS TYPICAL TYPICAL RAIL N 2s'-o' ;-� — L.K.McLEANASSOCIATES,P.C. 0 6"REINFORCECONSULTING ENGINEERS D CONCRETE SLAB �_� 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK c � c ` Designed By:CFD Scale:AS SHOWN Dwg.No. TYPICAL STAIR ELEVATION Drawn By:MCJ Date:Feb. 25 o. A roved By:JIM/CFD File N. 04050.000 MATCH EAVE HEIGHT OF RESIDENT PORTION MATCH OPENING OF MAIN BUILDING HEIGHT OF MAIN BUILDING MATCH OPENING HEIGHT OF MAIN BUILDING i y � ,i 6" CURB & WALKWAY PARKING AREA I I i IF I SECTION I -CANOPY A i SCALE: 1/4" = V-0" T STANDING SEAM METAL ROOF METAL FASCIA PANEL STEEL WEB JOISTS I MATCH EAVE HEIGHT OF ,I. ! RESIDENT PORTION MATCH OPENING OF MAIN BUILDING HEIGHT OF MAIN BUILDING i W "a •I b a 45'-2" o I AL k O - 6" CURB & WALKWAY o PARKING AREA I o - n I ' o 9 Li i w CANOPY — -- — WASTE AREA c MATCH MATCH s EAVE EAVE HEIGHT HEIGHT u A-26 1 i o SECTION 2-CANOPY B a; a A FLOOR PLAN SCALE: 1/4" = V-0" `-, -- a c SCALE:1fe 1'-0" 3-1-05 LMY AS PER SOUTHOLD TOl►N SOLID WASTE DIRECTOR CFD u - - -- NOTE: DATE BY DESCRIPTION IAPPROV.BY a REVISIONS c 2 CANOPY A AND CANOPY B ARE ADD ALTERNATES. TO" OF SOUTHO A-26 CANOPIES ARE BY METAL BUILDING MANUFACTURER. $UFFOLK COUNTY NEW YORK `o SUBMIT SHOP DRAWINGS STAMPED BY A NYS PE FOR APPROVAL L K Aft A SOUTHOLD LANDFILL CANOPY EI v STRUCTURAL STEEL, ANCHOR BOLT AND BASE PLATE DESIGN IS BY THE METAL BUILDING MANUFACTURER (TRANSFER STATION h RESIDENTIAL DROPOFF DESIGN) e TRANSFER STATION Add Alternate FLOOR PLAN & SECTIONS L.IC McLEAN ASSOCIATES,P.C. CONSULTING ENGINEERS o _— 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK e Designed By:CFD Scale:AS SHOWN Dwg.No. o + i a Drawn By:MCI Date:Feb.2005 Approved By:JFC/CFD I File No.04010.000 26 ELECTRIC SUB PANEL TA-6 TA-1 MAIN ELECTRIC PANEL ELECTRIC Cl BASEBOARD Q TF-3 \\ HEATER PAPER TOWEL SANITARY TA-2 DISPENSER CLEAN OUT 12" MAX - (SEE DETAIL 42" 6" MAX 36" MAX 54"A.F.F. SHEET—) Q ELECTRIC :D-TF-2 BASEBOARD ® MAX 40"A.F.F. HOUSE TRAP HEATER AND FRESH MAX 34"A.F.F. AIR INTAKE MIN 29"A.F.F. LIN9_ . — ® ��// URINAL RIM TA-3 17" - 19"A.F.F. MAX 17"A.F.F. EWH-I F.F. T-5 7'-0" 1'-7" 3'-2• �R LINE DOUBLE CHECK VALVE TA-5 �, 2'-10" 2'-3" TA-4 9'-10" TYPICAL TOILET ELEVATION ELEVATION SCALE: 1/2"= r-o" SCALE: 1/2"= l'-o" I 0 N I I I I N I I I I b I I I I e � . a . G E I 0 4 o FLOOR PLAN o SCALE:I¢" a rn w u C ° m i v m t 0 I 9 IA I N N TOILET FIXTURES BY PLUMBING CONTRACTOR: TOILET ACCESSORIES BY GENERAL CONTRACTOR: s w TF-1 TOILET - ELONGATED TA-1 PAPER TOWEL DISPENSER ° TF-2 URINA L-i WASHOUT,31'TOP SPUD AND EXPOSED FLUSHOMETER TA-2 MIRROR 24"x36"TF-3 LAVATORY - WALL MOUNTED AND FAUCET TA-3 GRAB BAR 36", 6"OFF WALL C EWH-I ELECTRIC WATER HEATER- 12 GAL, 3 kW INPUT, TA-4 GRAB BAR 42". 12" OFF BACK WALL RECOVERY RATE OF 12 GAL/HR AT A 100' TEMP RISE TA-5 TOILET PAPER HOLDER c TA-6 SOAP DISPENSER I o0 o DATE BY DESCRIPTION APPROV.BY REVISIONS e 0 ° TOWN OF SOUTHOLD L IC I".` SUFFOLK COUNTY,NEW YORK e SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) TRANSFER STATION r MECHANICAL ROOM & BATHROOM PLAN 0 A L.K.McLEANASSOCIATES,P.C. o CONSULTING ENGINEERS 437 SO.COUNTRY ROAD.BROOKHAVEN.NEW YORK c c Designed By:CFD Scale:AS SHOWN Dwg.No. Drawn By:MCJ Date:Feb.2005 a Approved By:JFC/CFD File No.04050.000 -- --J-- --- --- --— - rTMP TRIM - - --- - ----- -- - --- -- --- n 4" LEADER (STANDARD SIZE TYPICAL) \�\ 6"CAST IRON HUB LEADER r // --(--- -- - - I I 4" CLEAN OUT I -- 4" LEADER ° GRADE TYP - I- � - - -- - --- - � - - - - -- - - --- - - - --- - -- - -- I t - - li 12" HDPE TO LEACHING REDUCER STRUCTURE I I I 1 TYP 1/8 BEND 12" HOPE SMOOTH INTERIOR PIPE � I I i SHOP AREA TO BE INSULATED TO LEACHING STRUCTURE I I I � I II Ij 1, I I I I I a 6" 1/8 BEND I I II N II I II RAIN LEADER DROP I N.T.S. II I II I I II I I \NI I �, --- ---- ---- --------- /ill I 4" LEADER I I I TYP I s" Box TYP GUTTER II N I I STANDING SEAM METAL ROOF I I II II II a II 00 I I N 9 II II < o'i 30-0 I I 0o I I O.C. I I a I � II 10, I II = II I I ER 10' RIDGE JENTILATOR I TYPICAL OF 4 I I 4" LEADER i I I I I TYP I i LITE PANEL - TRANSLUCENT FIBERGLASS REINFORCED PLASTIC PANELS I I I I II m I � II I I II u I II `m II II i ll I I m II v le II a L EAVE TBIMII $ LEADER TYP I I c I ci j I DATE BY DESCRIPTION JAPPROV.BY I REVISIONS TOWN OF SOUTHOM v, I I SUF 0LK COUNTY,NEW YORK o j I L AC A A SOUTHOLD LANDFILL m (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) ROOF PLAN 0 I 4" LEADER L.K.MCLEANASSOCIATES,P.C. P CONSULTING ENGINEERS $ - - - - - - - TYP- - - - - - - - - 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK o _ ROOF PLAN I TRIM Designed By:CFD Scale:AS SHOWN Dwg.No. i _ Drawn By: MCI Date:Feb.2005 n 0. SCALE. 1/8" - 1-0" N I` Approved By:JFC/CFD File No.04050.000 (3 15.PAINTED G T kDINNUN LETTERS NODNT W/FIBEROIA55 OFi5E1$AND STNNLESS STEEL FASTNERS(TYPMX) T 0 W N O F S 0 U T H 0 L D M U N IC IPA L S 0 L I D W A S T E F A C I L I T Y — — - — F TOP D W EL S8' CONC.MAENMe EL 33' it ____________________________ TPPMJD iL0011 EL 19'_ EL IP' NORTH ELEVATION 10' RIDGE VENTILATOR 4' ■ 4' LOUVERED VENT BY METAL BUILDING MANUFACTURER TYPICAL OF 2 IIII II'I � �I I III I „illy IIi1I I 'j'iI -0• PPING FLOOR 11 I9• 1 I i_9IIIL.6 rrt;a.M' SOUTH ELEVATION d N 3L � I O N ai 10' RIDGE VENTILATOR a a m o 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 W n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 . .............. ....... I y�l � ......."':: ::... FIBERGLASS REINFORCED PLASTIC TRANSLUCENT PANELS o r 4' LEADERS n e TOP a w1u EL Se• '' w YM��MwMw�M��XNNN��as �aa��NNXh�Nw��N� III TOP Of MVLL Fl.32' EI I _ LOADING PIT EL. 44' ---------------------" ------ ----�-- 21'-2'� I 42._4. -- ---- 42._4. L� ZI�_2.. -- a LEADER LEADER ER WEST ELEVATION I 0 N 4 O d O G I FIBERGLASS REINFORCED PLASTIC TRANSLUCENT PANELS 0 a 0 O o 0 0 0 0 0 0 0 0 0 0 a DATE BY DESCRUMON APPROV.BY 41 0 0 0 0 0 0 0 O a 0 REVISIONS c TOWN OF SOUTHOLD a ......::::::::: ::::::::::::::................. :::::::::..................:::.. ...:::::::::::: IC.",, SUFFOLK COUNTY,NEW YORK SOUTHOLD LANDFILL y FIBERGLASS REINFORCED I" �,, (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) PLASTIC TRANSLUCENT PANELS "I NSFER STATION 0EL W ELEVATIONS _' w .I .I w w �+ ---------_ - ------ -- 11 K. SOI L P.C.42'-4' 1'-2' CONSULTINGENGINEERS o E LEADER E LEADER fL LEADER 437 SO.COUNTRY ROAD,BROOKRAVEN,NEWYORK 0 Designed By:CFD Scale: he" = 1' Deg.No. EAST ELEVATION i Drawn By:YCJ Date:Feb.2005 a. Approved By:JFC/CFD File No.04050.000 ' II II T III III � tti �1 I 11 II it II II II � � 11 II II - II II II II II II II II 1 II II II II 11 11 11 II it II II II II II II II II II II SHOP AREA ROLL UP /'DOOR OPENING II 11 II II II II - 11 II II II II II II I , II I , I I _________I I GRADE ---------------------------------- ----------------------------------------- I 1 e SECTION B—B d F n O N d a m s v a RIDGE VENTILATOR 0 u rn I C 0 m 2 3� m `u a rm. F m S 0 em _ G I 9 �j NOTE: p VAPOR RETARDER FACED R-19 INSULATION, N FLAME SPREAD RATING OF LESS THAN 25. J: TYPICAL OF ENTIRE SHOP AREA. -OPENING- n ROLL UP 7 METAL WALL PANELS ON INTERIOR WALLS OF DOOR OPENING J / SHOP OPENING C I c LOADING PIT LEVEL INSIDE THE I BUILDING. PROPOSED RAMP e GRADE o OUTSIDE OF THE BUILDING a I 4 - ASPHALT PAVEMENT z DATE BY DESCRD?T[ON JAPPROV.BY asLOADING PIT I REVISIONS C TOWN OF SOUTHOLD UFOLK COUNTY,NEW y L IC IR A S SOUTHOLD LANDFIL.IYORK 0 (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) F "MANSFER STATION BUILDING SECTIONS SECTION A—A L CONSULTING ENGINEERS P.C. _ o 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK d o Designed By:CFD Scele:1/8" = V-0' Dwg.No. e j Drawn By:NG Date:Feb.2005 1301 A roved B :dFC/CFD File No 04050000 FRESH AIR INTAKE 2' 3' 3'4 3i SPUD TO S.C.D.H.S. 4' 3� APPROVED SEPTIC oK SYSTEM C.O. FROST EHW-1 4" FREE HOUSE TRAP O O J 1' Ij / -- I I I I I I I I I I I I I I I I I I I I I I I SUPPLY PLAN WASTE PLAN SCALE:Y" = l'-O' SCALE:Ys' = 1'-O' E m LEGEND n 0 0 N COLD WATER - ni ROUND FLANGED a HOT WATER ------- CLEANOUT HOUSING 4" a J L 2"x4" INCREASER ROOF Sea CHECK VALVE I`I c a • a SHUT OFF VALVE F, I HOSE BIB 1/8 BEND m -+ SOIL PIPE a °o SHUT OFF VALVE I a � I Y BRANCH °o ^ SOIL PIPE �2v. 4 � T- F 1L I UR. I I i C. SANITARY CLEANOUT FLOOR FLOOR SLAB DETAIL m N 0 0 r CLEAN OUT (C.O.) 0 NOTES: SANITARY RISER DIAGRAM c'm 1. NO HUBLESS OR PLASTIC PIPING BELOW CONCRETE SLABS. NOT TO SCALE u A 2. ALL PLUMBING SHALL CONFORM TO THE PLUMBING CODE OF NEW YORK STATE. `o 3. PLUMBING CONTRACTOR RESPONSIBLE FOR ENTIRE WATER SERVICE LINE. o 0 9` 4. PLUMBING CONTRACTOR RESPONSIBLE FOR BUILDING WASTE SYSTEM TO 5 FT OUT FROM BUILDING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DATE BY DESCRIPTION APPROV.BY a SANITARY SYSTEM FROM 5 FT OUT. REVISIONS C TOWN OF SOUTHOLD tq N FOLK COUNTY,NEW L INK A SU SOUTHOLD LANDFILL YORK m r o (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) A A I ION r PLUMBING PLAN 0 L.K.McLEANASSOMTES,P.C. CONSULTING ENGINEERS 0 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 Designed By:CFD Scale:AS SHOWN Dwg.No aDrawn By:MCJ Date:Feb.2005 1 Approved By:JFC/CFD File No.04050.000 `3 1 ZBP - --- �'/��'J\� (''o r�//\��J ELECTRICAL NOTES: I — 1 I I — I i _ 1. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE I SWITCH TO ALL HIGH (NEC)AND THE LONG ISLAND POWER AUTHORITY (UPA) ---�s�ssouglu/ LPOM I BAY LIGHTS IN WASTE I I I ..,..,,. 7,9,11 I HANDLING AREAS I I I 2. ALL ELECTRICAL OUTLETS ARE TO BE GFCI PROTECTED I I I I I 1 3. OUTLET MOUNTING HEIGHT 48" I I o I 4. CIRCUIT NUMBERS SHOWN ARE FOR DESIGN INTENT ONLY. THE ELECTRICAL CONTRACTOR I I SHALL BALANCE LOADS BETWEEN PHASES TO MAINTAIN A MAXIMUM OF 5% LOAD VARIATION I I i BETWEEN PHASES I I I i 1 5. ALL WIRING TO BE COPPER ONLY 6. GENERAL CONTRACTOR TO PROVIDE AND INSTALL PROPERLY SIZED ELECTRIC OVERHEAD DOOF /� OPENERS I - - - --F l-) - - -'ry-- - - - - I I 1 I JY 7 7. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL POWER TO THE OPENERS AND CONTROLS r r r AND IS RESPONSIBLE FOR THE FINAL HOOKUP OF THE UNITS MBP I 8. PRIOR TO ORDERING LIGHTING FIXTURES, COORDINATE WITH THE ARCHITECTURAL DRAWINGS PERATIONS AID 33 I I i AND SPECIFICATIONS. IF DISCREPANCIES EXIST BETWEEN ARCHITECTURAL AND ENGINEERING INFORMATION, OBTAIN CLARIFICATION PRIOR TO PROCEEDING. M INTENANCE S OP I I 1 I I o I I 9. EMERGENCY LTG. FIXTURES AND EXIT SIGNS SHALL BE CONNECTED TO SEPARATE CIRCUITS. I I t 10. SEE DRAWINGS E-1-E-3 FOR CIRCUIT BREAKER SCHEDULES AND SITE ELECTRICAL WORK. i I I 1 I } 1 13.1 5 1 UH-Z LPOM I I it ---i6490008STU/H 135 TIPPING FLOOR: r-4 - - Jr- - - a8E � _� _ _ IQ - - I - - - - I�- - aga LJ L LJ 1 28,3 Ih�I{' I MBP ® LJ' I (' 35 5 I I I RP EC TO SUPPLY& I INSTALL EXHAUST FAN. MBP I MBP I I MBP FAN TO VENT TO I 3P5 1 .e' L y-MBP 1.3 EXTERIOR. Sy----� 9y----� i` 25 I I -1 i N - - m I I 1 23P v.. a I I I I I MBP 29 El- u I I 1 a 1 w I I I I I I 7 r r r r 1 a V i i i N I r— I I R1 12'-10" I 27•_0" I I 1 27'-0" -- zT-o" zT-o" 4 I I I I — MBP m 17,191 o m c I I J 1 r I I I I I BY DESCRIPTION APPROV.BY Jd IY-5� REVISIONS -- - SWITCH TO ALL HIGH BAY LIGHTS -------1----- -------------- -----� TOWN OF SOUTHOLD r---------------? n r n--------- �— IN WASTE HANDLING AREAS � ` O LO �'�.".` SUFFOLK COUNTY,NEW YORK 4 SOUTHOLD LANDFILL w ,°. (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) F ASTATION O ELECTRICAL PLAN L.K.McLEAN ASSOCIATES,P.C. - - _ _ _ _ _ CONSULTING ENGINEERS 4 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK ELECTRICAL PLAN Designed By:CFD Scale:AS SHOWN Dag.No. i SCALE: 1/8" = l'-O" Drawn Hy:dlCJ Date:Feb.2005 32 o. Approved By:JFC/CFD File No.04050.000 1 ��-2'SCHEDULE 8Q RIM CONDUIT SEE DETAIL SHE1: REINFORCED CONCRETE PER 4-3• k FOOTING 6• ❑ i El , A ' L SAWCUr CONTROL.JOINS STANDING SEAM PNOTOCEIL 0 ) 14' 9• T WANSION JO NT (TYP S•GUTTER 8:3'LEADER GLAREHIISTFR LN#iT 8•REINFORCED CONCRETE SLAB CONTINUOUS REINFORCED CONCRETE -- GRADE BEAM RIGID FRAME CONCRETE BLOCK o ❑ 1 'o \\ - PUSH WALL �i \ \\ / 2 o 2'DEEP %NiSCONTROL JOINTS �? SAW CUT 881EDIATELY EXPANSION JOINT AFTER FTNISIHING CONCRETE EO EO Mw-.AL WITHIN 4-12HRS) FREE WALK 71'P T1'P REINFORCED WITH Bx8 B'WSZ.LAOzW0 B C2N GRADEW.W.F. SEE PAVEMENT SCHEDULE ON SITE DETAILS `Oj W a EXPANSION JOINT I I CONTINUOUS 2'-6'x2'-6' 1/2'EXPANSION JOINT CM) REINFORCED CONCRETE a ❑ ' GRADE BEAU I -- < COMPACTED SUBGRADE MV) 3'-6'x3'-xl'-2'REINFORCED ° a CONCRETE FWUNG FOUNDATION PLAN SCALE: 1/4' W-O' SECTION SCALE: 1/2'_ ,•-0' 20 ALP OFCI I 2'-6'DUPLEX RECEPT _. e I � ANSWRCH //W� 00'YERS(NEMA 3) I (4)f REBAR AT GRADE M 1'OP 8 BEA 7ADMIN BUILDING AND BOTTOM ON BOTH SIDES (4) #6 REBAR (4) f6 RESAR AT PIER n "� ;:� CONCRETE GRADE 18•DWIETER,30'DEEP REINFORCED i I F'RECASF CONCRETE BLACKS I 6' 6• M 6. 6, CONCRETE PIER(CIRCULAR) ; I \ I\ II i 3,-6•x --O'xl'-2'REINFORCED 4 REINFORCEDROOF CONCRETE FOOTING UNDER COLUMNS CONCRETE FOOTING OVERHANG I v I \ I 3-6 .,�. 2'-6 N _ � I DETAIL 1 - GRADE BEAM DETAIL 2 - CIRCULAR PIER PHOTOCELL H X FOOTING & FOOTING SCAM-I I ,'-0• SCAM- I ; � i I DATE BY DESCRIP1'!ON APPROV.BY a I i REVISIONS ' TOWN OF SOUTHOLD LICALA I ; SUFFOLK COUNTY,NEW YORE SOUTHOLD LANDFIIL TRANSFER STATION k RESIDENTIAL DROPOFF DESIGN) ' — I HOME EXCEANGE I a ' v `-------------------------- J PLAN do DETAILS a FLOOR PLAN L.KMM"AMOCUM,P.C. .. CONSULTING ENGINEERS SCALE: 1/4• _ 1'-0' 437 SO.COUNTRY ROAD,BROOELLVE.NE0 YORK Designed By.C➢D Scele:AS BROWN Dwg.No. aDravu roveBy: MCJ Date: CFD File oe04050.000 33 4" INSULATION 14 GA. GALVANIZED STEEL RAISED RIB ROOF 3" FASCIA FLOOR TO CEILING 6'-8" 1" STEEL FLOOR TO COUNTER 3'-4" MULLION / CROWN MOLDING r r 6 r r CROWN MOLDING A;,z r r r r 14GA GALV. STEEL ROOF, & CEILING rOVERHANGTYPICAL ❑ ❑ I �� 2-34 WATT LAMP FLUORESCENT LIGHT r SAFETY GLASS TYPICAL I TEMPERED SAFETY GLASS r r r r r r 0) °' 14GA. PAINTED GALV. STEEL COUNTER I A/C UNIT r- STORAGE DRAWER LIGHT SWITCH 1 -1/2" PAINTED STEEL WINDOW FRAME PAINTED STEEL ___- 14GA. GALV. STEEL OUTER PANEL RAISED RIB ------- - 2" RIGID FIBERGLASS INSULATION E 1 WEST ELEVATION E 2 SOUTH ELEVATION FLOOR LINE E 3 EAST ELEVATION 4" BASE 18GA. GALV. STEEL INNER PANEL SCALE: 1/2"=V-0" SCALE: 1/2"=V-0" SCALE: 1/2"=1'-O" DUPLEX OUTLET CIRCUIT BREAKER PANEL HEATER- 120V./1500 WATT FAN FORCED 12GA. GALV. STEEL TREAD PLATE FLOOR F 14 GA. GALV. BASE TRIM I I 5 U 4 7 I I 4" X 2"-14GA. GALV. TUBE BASE sea SECTION NOTES: NO SCALE r 1. COUNTER- 18" DEEP PAINTED GALVANIZED STEEL. L 2. PAINTED STORAGE DRAWER BENEATH COUNTER. 8 3. DOOR- 30" WIDE, SLIDING STEEL WITH WEATHER-STRIPPING, BALL BEARING I- — -I 1 1 10 6 i DESIGN BASED ON PAR-KUT INTERNATIONAL HANGERS, SAFETY GLAZING, HEAVY DUTY TRACK, HOOK BOLT LOCK, & HARDWARE. o 4. HOLE IN COUNTER FOR DROP CORDS OUTLET, 2-REO'D. i I PAR-KUT INTERNATIONAL, INC. 5. DUPLEX OUTLET- MOUNTED BELOW COUNTER, 2-REO'D. i 6. SINGLE RECEPTACLE FOR OPTIONAL A/C UNIT. 8 40961 PRODUCTION DRIVE m 7. LIGHT SWITCH FOR INTERIOR LIGHT. F I I _ HARRISON TWP, MICH. m 8. FLUORESCENT LIGHT FIXTURE. I i 2 3 PH. (586) 468-2947 9. FAN FORCED HEATER WITH INTEGRAL THERMOSTAT CONTROL. 1 11. C10. IRCUIT CUIRU TVALL AIR BREA ER PANIEL,,NMAIN BREAKER IS INCLUDED. = 9 II I 1 E 2 P K 8 6 P R E S 48045-1 35 1 12. ANCHOR CLIP- 2" X 2" X 1/4" MIN. STEEL WELDED TO BASE I I I PRESIDENTIAL SERIES AT GRADE WITH 3/4" ANCHOR BOLT HOLE. — 4-REO'D. ANCHOR BOOTH AFTER FINAL LOCATION. ANCHOR BOLTS NOT INCLUDED. 13. WINDOW- 24" WIDE, SLIDING STEEL WITH WEATHER-STRIPPING, BALL BEARING I I I cD HANGERS, SAFETY GLAZING, HEAVY DUTY TRACK, HOOK BOLT LOCK, & HARDWARE. I iv 14. PAR-KUT BOOTHS ARE OF SINGLE UNIT WELDED GALVANIZED STEEL v L _J 8 CONSTRUCTION, FACTORY ASSEMBLED AND DELIVERED SET UP. FAILURE TO S 1 SECURELY ANCHOR BOOTH MAY RESULT IN OVERTURNING OF UNIT AND SERIOUS 13 = INJURY TO OCCUPANT. MATERIALS: O A. SAFETY GLAZING PAINTED STEEL MULLIONS/FRAMES. 4 5 B. PAINT- A RUST INHIBITIVE PRIMER WITH AN INDUSTRIAL FINISH. 12 o. C. ELECTRICAL- ALL WIRING BY PAR-KUT TO BE #12(MIN) STRANDED COPPER, THHN o ENCLOSED IN 1/2"(MIN) E.M.T. PER NATIONAL ELECTRIC CODE. FITTINGS, 1'-6" 2'-0" 4'-4" FIXTURES & DEVICES ARE U.L. LABELED. ALL WIRING TO TERMINATE AT 2" WALL TYPICAL DATE BY DESCRIPTION APPROV.BY a C.B. PANEL. ALL CIRCUITS HAVE GREEN GROUND WIRE. 8'-0" REVISIONS D. BOOTH WILL HAVE A 6" CANOPY OVERHANG ON ALL SIDES. (8'-3" WITH BASE TRIM) E. EX DRAIN WILL BE PROVIDED. WATER TO RUN OFF ROOF. TOWN OF SOUTHOLD �'��"�` S�SOUTHOUNTY,NEW ORK F. EXTERIOR WALL PANEL TO HAVE RAISED STEEL RIBS. INBOUND G. BOOTH WILL HAVE CROWN MOLDING ABOVE WINDOW FRAMES. y E 1 (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) H. ROOF TO BE RAISED RIB GALVANIZED STEEL. (TRAFFIC FLOW) ATTENDANT'S J. NO LIFTING RINGS PROVIDED IN ROOF OF STANDARD UNIT. s K. NO ON SITE WORK BY PAR-KUT. PLAN & DETAILS PLAN VIEW L.K.McLEAN ASSOCIATES,P.C. SCALE: 1"=1'—O" CONSULTING ENGINEERS • o 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK a [Approved igned By: Scale:AS SHOWN Dwg.No. 0 wn By: MJ/LMY Date:Feb.2005 3 4 a By:JFC/CFD I File No.04050.000 SITE DRAINAGE CALCULATIONS U43A#4 cm ow ARC = Vc 21,700 ST x 1.0(BLDG. & PAVED)=21.70060 S.F 1 F. x 0.3(VEGETATED)= 387 S.F 1.490 S.F. x 0.3(VEGETATED)= 447 S.F. 'WA,, (WATERSHED AREA IN S.F. x RUNOFF COEFFICIENT r ITYF'' / - 21,700 S.F. x 0,17' = 3.6890 C.F. 1 S.F. x 1.O(PAVEO) = 18,380 5.F, 8.170 S.F. x 1.O(BLDG. & PAVED) = 8.170 S.F EX. �� \0.17' RAINFALL = VOLUME CAPACITY IN C.F.) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) 18,767 S.F. x 0.17' = 3,190.4 C.F 8,61T7LS.F. x 0.1T = 1,4649 C.F. SICB#2 -�� O •• •} 10' DIA. STORM DRAIN BASIN (SEE SITE DETAILS) MIN. VERTICAL DEPTH OF LEACHING RINGS = 5� 1 TOP-46 59', �' y� _ _ 0 8 (68.42 C.F./VERT FT. IN DEPTH) PROVIDE: 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) C" `S • FIJl&Y2 FIVE (5) L.B. - 12 VERT. FT. EACH MIN. VERTICAL DEPTH OF EACHING RINGS = 46.6 FT MIN. VERTICAL DEPTH OF LEACHING RINGS = 21.4 FL S.F. x 0.3(VEGETATED)= 840 S.F. FI./5-Y9 & C.I.At3 PROVIDE: PROVIDE: 2.800 S 9.200 S.F. x 1.O(BLDG. & PAVED)= 9,200 S.F. 25.430 S.F. x 0.3(VEGETATED)- 7.629 S.F. FOUR (4) L.B. - 12 VERT. FT. EACH TWO (2) L.B. - 12 VERT. FT. EACH TOTAL 40.725 S.F. x 1 O(BLDG. & PAVED)=40,725 S F �y„$ } • 1 10,040 S.F. x 0.17' = 1,706.8 C.F. TOTAL Qu 7.175 S.F. x 0.3(VEGETATED)= 2,153 S.F 5.720 S.F. x 0.3(VEGETATED)= 1,716 S.F -• 48,354 S.F. x 0.17' = 8,220.2 C.F 10,700 S.F. x 1.O(BLDG & PAVED)= 10.700 S.F. 11,000 SF x 1.0(BLDG. & PAVED)= 11,000 S.F. 10' DIA. STORM DRAIN BASIN (68.42 C.F/FT.) TOTAL TOTAL MIN, VERTICAL DEPTH OF LEACHING RINGS = 24�'. FL 10' DIA STORM DRAIN BASIN (68.42 C.F./FT.) 12,853 S.F. x 0.17' - 2.185.0 C.F. 12,716 S.F. x 0.17' = 2.161.7 C.F. me PROVIDE: PROVIDE: MIN. VERTICAL DEPTH OF LEACHING RINGS = 120.1 EL ' 1'. - THREE (3) L.B. - 12 VERT. FT. EACH PROVIDE: 10' DIA. STORM DRAIN BASIN (68.42 C.F./Fr.) 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) - �� •' \S�„ TEN (10) L.B. - 12 VERT. FT. EACH MIN. VERTICAL DEPTH OF LEACHING RINGS = 31 9 FT MIN. VERTICAL DEPTH OF LEACHING RINGS = 31 6 FT. I I "f` PROVIDE: PROVIDE: .� MATCH LINE A-A THREE (3) L.B. - 12 VERT. FT. EACH THREE (3) L.B. - 12 VERT. FT. EACH _y `Y •_ 56.33 Elm MATCH LINE B-B: ;; (; e oo rr APPROX. 11 k ,l :• LEWIS OF APP,ROX•� / 9.ao u Sp LANDFILL LEMHS OF CAPPING } LANDFILL 4 h �� 5 \ CAPPING I PROPOSED I %/ w a,J ,_ 4.30 � 1 a TRANSFER / • �/ / I o0 4A0 J 04w� °� •2� . .� STATION / •// I 55.0054.50 rrr �O� O •��x} 34 ` BUILDINGI ! Lm EL �/ i -- /j"- �, E.u, - •N� } �yf I -u� � \ .may !AGE Y. 1 / `. Q ''ee° ti� •/l��/ ,' O • l ar J I 1! 0 00 m 5.)C ac n �j • -_ lilt7. •� +r / • _ Stt j. �s.. /\�0�r cli 54 I � 55no .1/ •S 0 `\ ` I / / ` s / • �4 m , I ,�, zs1 ro l m L �� ) �� • p [ u 1 ii �i� - _o l • O U 11 U 11 MATCH LINE B-B / NORTH PLAN 0 m \� / \\ J \\ 3,44550 S.F. x 0.3(VEGETATED)= 1,035 S.F o $ • � `562. 17.700 TOTAL S.F. x 1.O(BLDG. & PAVED)= 17.700 S.F. m • •• \� a ),S,�j, �23• 18,735 S.F. x 0.17' = 3.185.0 C.F. ,o B �., ��`,; i 11`.+ •'f '"y �F 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) m r EX. ` `"'' / MIN VERTICAL DEPTH OF LEACHING RINGS = 45,.@ a' D.M.H./1•• `\ \ `#1` «., 4 00 �• f -�\ `3(' FOURI(4) L.B. - 12 VERT. FT EACH TOP=45.�8' sz,o 0 `� \ 3.480 S.F. x 0.3(VEGETATED)= 1,044 S.F. 6TOTAL.F x 1 O(BLDG. & PAVED)= 6.840 S F m .� 4 '`r � 7,884 S.F. x 0.17' = 1,340.3 C.F. o \ •� \ Y \, 1 `a, \ ¢ 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) 1 �•'ti •: ` r�. ::3 MIN. VERTICAL DEPTH OF LEACHING RINGS = �,¢ EL 4zso o. .� PROVIDE:4►+ •Y• \ Yin ••�. .. �Ilk TWO (2) L.B - 12 VERT. FT. EACH '�C.I./1 �' 11, tt180 S.F. x 0.3(VEGETATED)= 3,354 S.F. 3-1-05 I,l(Y AS PER SOUTHOLD TOWN SOLID HASTE DIRECTOR CFD '� DATE BY DESCRIPTION APPROV.BY \C! .� � 12,860 S.F. x i.O(BLDG. & PAVED)=12,860 S.F. A;r� TOTAL REVISIONS r 16,214 S.F. x 0.17' = 2,756.4 C.F.<x.so TOWN OF SOUTHOLD m i ;a V _ 10' DIA. STORM DRAIN BASIN (68.42 H OF LEACHING uiurc C.F./FT.) �'�/"/` SUFFOLK COUNTY,NEW YORK MIN. VERTICAL DEPT = y w`I PROVIDE: SOUTHOLD LANDFILL m / "'°0 TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN FOUR (4) L.B. - 12 VERT. FT. EACH ( ) X ,930 S.F. x 0.3(VEGETATED)= 879 S.F. # I .9s12 o 2 GRADING & DRAINAGE PLANS 5,370 TOTAL S.F. x 1.0(BLDG. & PAVED)=5.370 S.F. 1tl1i1¢. \ 6,249 S.F. x 0.17' = 1,062.3 C.F. ICONSENGINEEReMANASSOM SP.C. _ o �/, ;'14_ - ,-,asx s»" �y'� Cp' "1' 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK SOUTH PLAN QQ 3 - V� 10' DIA. STORM DRAIN BASIN (68.42 C.F./FT.) a 9 L5.@ EL Designed By:CFD Scale:I"=30' Dwg.No. o St'' �. MIN. VERTICAL DEPTH OF LEACHING RIurc = a •� 29 `�� ' �, ONEPRO L .L.B. - 12 VERT. Fi. EACH (3.5 VF.® C. '11) Drawn By: LMY Date:Feb.2005 35 y. k �l A roved By-JFC CFD File No.04050.000 A rrtvrwcu eu�rAr .,.�......... ....«. •ram - - i / OUfeDUND BY-PASS— 349 2T �\ 6'DIAMETER SOLID PVC DRAIN PIPE CONNECTED TO l ® v _ CONTINUOUS WALL DRAIN PIPE AND PIPED INTO PROPOSED DRAINAGE STRUCTURES. PIPE SHALL RUN AT MINIMUM 0.5% E-LL2 `� F PITCH TO L.P.'s AND TYPICAL FOR ALL DRAIN CONNECTIONS. F,I#3 PROPOSED BLOCK RETAINING WALL - PLAN VIEW SCALE: 1" = 15' n n n --------------- `------------------- ------------------------ PROPOSED BLOCK RETAINING WALL - ELEVATION SCALE: 1" = 15' AREAS WHERE THE TOP COURSE OF FREESTANDING RETAINING BLOCK RESTS ON AN UNDERLYING FREESTANDING RETAINING BLOCK.THE CONTRACTOR SHALL PLACE APPROX.PROPOSED GRADE CONCRETE ADHESIVE,1l2"BEADS-2"O.C.OVER THE CONTACT AREA-TYP. ALONG TOP BACK OF WALL C C C ---- - -- -�7—_�-- - --B— ___ __ _ _ _ _ I� -A- ---- - - - _ - -- - _ __- -_ _ _ _ _ _ - - _ _-_- - _ - - - - _ - - _ _ _ _ _ --- - - - _ - - �- �:^ A B C IX C C o ALLONG BROXOTTOM O FACE OPOSED GOFF WALL LL PROPOSED BLOCK RETAINING WALL - SOUTH END ELEVATION N N SCALE: 1" = 6' APPROX.PROPOSED GRADE Ix C ALONG TOP BACK OF WALL ae C C C C — _ — — — — —-~ — — — — — — — — — — — — — — — — — ——————————— ———— — ———— ——— — ————— ——— ———— — — — —— —— — ————————— —_ — _ — — _ — 56 . 1 - - - ,��_ - - - - -- - - - - - - - - -�- - - - - -s.c, sn s .�.r�-1�--� t_- - - - - _ - '_ - `` c I __ �! �� L : u "— 1 ".__!L ""__— r �._;! ., Imo—' 1 �I •-�- — — — — — — — — — — —� — — ���" laxn _ I - - �I �-_a.eel�s •, ' .�,� ..� _ ,I - W � �I -- '_�.' --` — —_ it Vo — -- --49- 348.8' a- m 352' C $ PROPOSED BLOCK RETAINING WALL - NORTH END ELEVATION APPROX.PROPOSED GRADE $ SCALE: 1 6' ALONG BOTTOM FACE OF WALL" = v In N O O 4'HIGH VINYL COATED CHAIN LINK FENCE- LEGEND � TYPICAL i FS-FM FREESTANDING SERIES FULL STRAIGHT d MIDDLE BLOCK-46"WIDE x 24'DEEP ya CRUSHED STONE OVER a ELEVATION VACRIES FS-FT FREESTANDING SERIES FULL STRAIGHT TOP 18" SMOOTH BLOCK-46"WIDE x 24"DEEP 0 0 CRUSHED STONE OVER O FILTER FAR]C- • ELEVATION VARIES fjm> 1 :' „ 12"DIA_x 24"DEEP FS-HT FREESTANDING SERIES HALF STRAIGHT TOP 3-1-05 LNY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD 18" FOOTING-TYPICAL u -,( I-, SMOOTH BLOCK-23"WIDE x 24"DEEP DATE By DESCRIPTION a' CRUSHEDSTONE OVERFILTER APPROV.BY ELEVATION FMRICION VA- \ RS-ME RETAINING SERIES END MIDDLE REVISIONS C ELEVATION VARIES S'r,fi- ` SUB-ANGULAR STONE DRAIN(2"MINUS) BLOCK-41"WIDE z 19'DEEP (TYP.)SUPPLIED BY TOWN OF SOUTHOLD .�w "�° (' �>• OWNER SUFFOLK COUNTY,NEW YORK ^' Ll Sox.NON-WOVEN L INK•` SOUTHOLD LANDFILL m ELEVATION 48.5' Nara w -1 ELEVATION 48.5' �r .r ��' IRS-M41 RETAINING SERIES MIDDLE ELEVATION 48.5 FILTER FABRIC- TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN TYPICAL BLOCK-46"WIDE x 41'DEEP ( ) cF a WEIGH SCALE RETAINING WALL PROPOSED PAVEMENT 6' PAVEMENT` PROPOSPROPOSEDppyp4 8" t PROPOSED PAV EMENT 6' a DIAM.PERFORATED PVC RS-B41 RETAINING SERIES BOTTOM o tom' DRAIN PIPE-TYPICAL LINE BLOCK 46 WIDE x 41 .cr•a:-"at y r� DEEP m° t _.` ..--.. - �. _. ,n. :r;;'.+,.., _..... ,.*:b. '`:Ia�� ♦ r SHALL BE PIPED TO LEACHING L.K.MCLFlNASSOCLI[TCS,P.C. a ._ >Ir`J/�, "\.. :.....,..,.t.> x:•.y CATCH BASIN) CONSULTING ENGINEERS c �' 437 30.COUNTRY ROAD,BROOKHAVEN.NEW YORK TYPICAL SECTION A-A TYPICAL SECTION C-C RC"THICK WALL BED TYPICAL TYPICAL SECTION B-B AL Designed By:EPA Scale:As Noted Dwg.No. SCALE: NTS SCALE: NTS SCALE: NTS Drawn By:EPA Date:Feb.2005 3 6 A roved By,JFC/CFD File No.04050.000 - 4" (TYP) CIO ''�; s) I STOP uNE,2w Wf118 IS LL"Y O IEEE MARKNOS LE(80) i• Sz• ' . WIDTH VARIES e�'xo�' CROSSHATCHING 75" sib,?., i�\GP�' ,�R (WHITE OR YELLOW) 32" 's2 F R q 24" 4" (TYP)T� C` • _. 1 { 2' 6' 2' 6' Z 6.yl? NOTE ALL SIGN POSTS 4 (TYP) (WHITE)DOTTED LINE 0/ , SHALL GALVANIZED 0 10' 30' 10' I STEEL AND INSTALL 2 4 4„ (�)�= BROKEN LINE STOP ,4•„ (6EE IAARN!!06 LEGEND) BREAKAWAY IN 7 O � (WHITE) ARROW DETAI Z L f ACCORDANCE WITH f NYSDOT STANDARDS Z 4" (TYP) �L 4„ (TYP) FULL BARRIER D LINE (YELLOW) SPEED EE Q LIMIT Z q" (TYP) SOLID LINE f 20 (WHITE) r 6 A19N ^ � r Rz-,c CUSTOM SIGN TABLE • ^ oo � QUANT. SIZE NOTES ROADWAY bq,D� III I-ITIII-I 1=�1 24" (TYP) STOP LINE ^ �P 1 60"x4O" SEE PLAN T_III (WHITE) 1 30"x4O" SEE PLAN TYPICAL SIGN T— 1 60"x48" SEE PLAN PAVEMENT MARKING LEGEND DETAIL h. 7 12"x18" ACCESSIBLE PLACEMENT DETAIL N.T.S. / PARKING N.T.S. 3 6"x12" VAN /A ACCESSIBLE DGI.eLE YELLGW Ll�4• 1 36"x12" C&D DEBRIS ME MAWAG6 LEMZ) 2 36"x12" YELLOW BAG LEGEND RESIDENT COMMERCIAL N�" 2 36"x12" RECYCLABLES PROPOSED SIGN WITH DROP OFF WEIGH SCALE/ N 1 36"x12" BULK ITEMS ONE STEEL POST FACILITY YARD WASTE 1 SPEED 36"x12" SCRAP METAL y LIMIT 1 36"x 12" APPLIANCES PROPOSED SIGN WITH 1 36"x12" CLOTHING 60'x40'DOUBLE POSTS 4y ci TWO STEEL POSTS 20 1 36"x12" TIRES 4'SERIES"C'TEXT L• ARROW SIZE 06 / �'•" s o� : �� Rz-IC 1 36"x 12" LILHRESCENT BULBS C&D DEBRIS YELLOW BAG -' 1 36"x12" VEHICLE 0. WELCOME TO THE _ BAD • ERIES y o� 1 a 36"x12" WITH 6" LETTERS 36"z12" WITH 6" LETTERS TOWN OF SOUTHOLD RESIDENT 36"x12" WASTE OILTRANSFER STATION& ,� ,,� DROP OFF m rn RECYCLABLES BULK ITEMS RECYCLING FACILITY ' i/� �� FACILITY MQTQQ SIGN TABLE ♦� QUAN UT CD# NOTES 60'x48'DOUBLE POSTS ' w 36%12" WITH 6" LETTERS 36"02" WITH 6" LETTERS 4'SERIES'C'TEXT 15 R 1-1 G STOP" 2 R1-2C "YIELD" m ARROW SIZE C6 N y 4"SERIES C"TEXT' . ESTOPLlE 24 ARROW SIZE C6 2 R2-1 C "SPEED LIMIT" -10 SCRAP METAL APPLIANCES N 2 R2-3B-M SEE PLAN EXIT 1 R3-10C "ONE WAY" 36"x12" WITH 6" LETTERS 36"x12" NTH 6" LETTERS 2 R3-12C-M SEE PLAN o 1 R3-14D "ALL TRAFFIC" CLOTHING TIRES ADMINISTRATIVE R3_12C_M 3 R3-15C "DO NOT ENTER" PARKING 4 R3-59C-M SEE PLAN - SERIES 'E.TEXT C ,. l ARROW SIZE C6 WEIGH �(R / / 2 R7-6Z-M SEE PLAN 36"x12" WITH 6" LETTERS 36"x12" WITH 6" LETTERS • T l LOT 1 R8-1 B—M SEE PLAN SCALE STOP L.E.24 M41E (8ff MANUMS LEGEBND) .i a FLOURESCENT "► 4 3 A IESS'ZE TEXT LIGHT BULBS VEHICLE BATTERIES R7-6Z-M DOUBLE POSTS MARIONIM LEGEND) I (SEE OWKTr��DOUBLE POST w 4'•SERIES'C"TEXT WITH LETTERS 36"x12" WITH 6" LETTERS ARROW SIZE C6 y / �4 "� DATE BY DESCRIPTION APPROV.BY REVISIONS CUSTOM MATCH LINE A-A STOP-W2V11MIE(SEE TOWN OF SOUTHOLD U SIGN WASTE OIL ' 6OPLlE.?A WIEMAIgge n. D�ANOW- �'�."/` SUFFOLK COUNTY,NEW YORK (SEE ' SOUTHOLD LANDFILL �/ (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN SCHEDULE 36"x12" WITH LETTERS [7E�M R' ° 5 ' : LEDETOI STRIPING & SIGNAGE P �N VAMAOGE6�LE LAN (NORTH) y SITE PLAN (NORTH) L.K.McLEANASSOCMTES•P.C. U CONSULTING ENGINEERS 0 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK o Designed By:EPA Scale:l"=40' Dwg.No Drawn By: EPA/LMY Date.Feb.2005 37 Approved Bv:JFC/CFD I Fite No.04050.000 (SEE MAFKIM SOLID WHITE LINE,4' V V V I vJ 4" SERIES R7 DOUBLE POSTS �(' LEGEND) (SEE MARKINGS LEGEND) 1• LEGEND I ON 12 RAMP 4" SERIES "C" TEXT SIOEWAB \ CURB RAMP OE N� SITE NN — ARROW SIZE Cr PROPOSED SIGN WITH ONE STEEL� i DRA'AGS) \ MATCH LINE A-A POST R3-15� ` STOP LINE,24'WHITE cw+e (SEEN ARKINGS S�oEr sroP LINE,2a•WHITE " PROPOSED SIGN WITH TWO STEEL WIRE ' POSTS MARE I c AND SOLID WHITE PAVEraE: LI NE,4' (SEE STOP LINE,24'WHITE - �oM/,y� (SEE MARKINGS , • NOTES' a,my) EXIT LEGEND) I0¢�• pv4 TPq�j LAND) 1. ALL TRAFFIC SIGNS SHALL BE EITHER RI-tC 11`•+VAN ACCESSOLE �� NC THATETTHEYI HAVE ESSEENTIALLY SUITABLY I THE SAME SO PAF040APACE R1-1C APPEARANCE DAY AND NIGHT. BLOCK PORTIONS • yd ' OF SIGN FACES NEED NOT BE REFLECTORIZED. R3-12C-M /• • • • • _ 4 lSl, _ ,y F' R3-59C-M 2. ALL PROPOSED SIGNS SHALL BE CONSTRUCTED z Try SERIES "C" TEXT IN ACCORDANCE WITH THE NEW YORK STATE ( ) SERIES "E" TEXT ARROW SIZE C6 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES a'(TMPJ ARROW SIZE C6 • } _ � - (M.U.T.C.D.). ASSUME WIND ZONE -B". R3-15C ) C OS '+,6 og EXCHANf 3. PARKING STALLS SHALL BE STRIPED WITH A CROSS HAT WHITE I' )� � `�.. -P a 4" SOLID WHITE LINE, EXCEPT AS DETAILED. C D (SEE MARKINGS LEGEND) t (MAI.ONOB LEGDOTTED LINE BD) v L4 ,Q CROSS. WASTE tiro R3-59C-M CROSSWALK DETAIL I , R3-59C-M / ! T r?, __ O :� O/ N.T.S. SERIES "C" TEXT ` I �' SIGNAGE ACCESSIBLE PARKING SIGNAGE F SERIES "C" TEXT ' \, W A CFTC FOR VAN OR A\CCESSIBLE PARKING C*O .�� ,I. SOLID WHITE LINE,4' OIL G _ U SIGNAGE FOR ACCESSIBLE PARKING • I11 (SEE MARKINGS OIL SCALE � O a ) CROSS \\ LEGEND) �� " ACCESSIBLE GRGP = g7 B NAx Bz NA%. CW ETE SPEED �7 a ) HATCHING,WERE \ BATTERY ROUTE RhuP CURB \RAMP FEEL STOP LIMIT �� ` \ ! 5 NEMnRKrNcs DISPOSAL _ x \ STOP LINE 24' 3`0• T-o' ` R A ) CROSSWALK 3-59C-M 4\ h WHffE 5 1 AND \ (SEE MARKINGS SERIES "C" TEXT <s EQUAL EQUAL R2-3B-M e f ) " ARROW_ CROSS HATCHING,WHITE \ A"LEGEND) EQUAL FAUrLL 45' s I SEE (SEE MARKINGS LEGEND) o EQUAL EQUAL 0• _ _ m : �q W W DOTTED LINE -_-1 DETAILS 3 3' 2" g a _ WHITE,4' Lirx o a: i LEGEND) RKINGS `J (Il rl __ / ' z 12• ,I N f (/(J s' \\ n40 RI-2C a /' r .� �80Lp WHIE LIE,4 �( ' N a �/ (TYP) o PRDPoSE. 9) O'x 0;° (SEE MARINGS LEGEND) ' W BLUE a. , 0 TA RI-IC j PA�EMENi 4" BLUE �. RI-1C RESIDEM... MARKINGS _ BLUE PAVEMENT RECYC PAVEMENT STRIPING • STRIPING 3.1 Lv _z SCALE T'AT SPEED - •18-0• 5._0• ACCESSIBLE PARKING SPACE NIN. LANDFILL MINIMUM P O LIMIT O ; ddd R 13'-0'MINIMUM CAPPING 5 ACCSSI a / r, • VAN ACCESSIBLE TYPICAL ACCESSIBLE w SPACE a-- a R2-36-M TYPE B a DoueLE W 00 POST PARKING SPACE TYPICAL ACCESSIBLE ' (NOT TO SCALE) PARKING SPACE—TYPE A PARKING SPACE—TYPE B b /CROSS HATCHING,WHITE (NOT TO SCALE) NOT TO SCALE m '/(SEE MARKINGS LEGEND) o 4- / }} 0 a ONLY XAt(3 REWIRED)° SIEENE I—NA )R PIN _I b WEIGH BYPASS W -T- m � � P.3-12C-M SCALE =U SERIES"E"TEXT w per`• CROSSWALK-'SEE YI D to• lo" 2t• 1G• 21• 1G• -1 /-CROSSWALKOETAL • —� /, \ a4ECTIO TAEA S _ R7-6Z-M DOUBLE POSTS Q A L- BURIAL AND TOP UO // RU511 WITH TOP OF WNEEISTOP Gi 4' SERIES "C" TEXT 4 ARROW slzE ce R1-2C CONCRETE WHEEL STOP DETAIL t � STOP LINE,24'WHITE ' r-+._. .. N (SEE MARKINGS LEGEND) it (' -�=-` STOP LINE,24'WHITE �;! /% NOT TO SCALE s (SEE MARQI06 LEGEND) /' 1• • t 2" m PROPORTIONS FOR THE INTERNATIONAL "i 0 /�. - SYMBOL OF ACCESSIBILITY m \ '� RESERVE GREEN BORDER(3/8")AND (NOT TO SCALE) u • R3-15C LETTERING(2"HEIGHT) 44 SOLID YELLOW UNE,4' : PARKING 1 (SEE MARKINGS LEGEND) w oR1-1C CROSS HATCHING,WHITE(SEE MARKINGS LEGEND) • /8 E ARGINROUND AND3-1-05 LMY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD z STOP LINE,24'WHITE VAN ACCESSIBLE DATE BY DESCRIPTION APPROV.BY (SEE MARKINGS LEGEND) • 'l�' BLUE INTERNATIONAL SYMBOL y • PARKING SPACE OF ACCESSIBILITY REVISIONS (TYR) -"+ • SIGN.HEIGHT SHALL BE SET 4 TOWN OF SOUTHOLD ro fs, TO MAKE IT CLEARLY VISIBLE SUFFOLK COUNTY,NEW YORK TO ALL PEOPLE WITHIN THE �'�/",` y - '� �O• DRIVER'S SEAT OF ANY VEHICLE Q TRANSFER STATIONT&RESIDENTIAL DROPOFF DESIGN 3/8"GREEN BORDER ) • Q`� /2"GREEN LETTERING �s� d VA 1 1 GREEN LETTERING ,o STRIPING & SIGNAGE PLAN (SOUTH) ® . $' ACCESSIBL L.K.McM"ASSOCUTES,P.C. ARROW-SEE DETAL ` ?p. ` WHITE BACKGROUND AND _ o DOUBLE YELLOW LINE,4' �� �' }/g^MARGIN CONSULTING ENGINEERS c , (SEE MARKINGS LEGEND) R3-IOC 437 S0.COUNTRY ROAD,BROOIQIAVEN,NEW YORK SITE PLAN SOUTH DOUBLE POST ;\` SIGNAGE FOR ACCESSIBLE PARKING Designed By EPA Scale As Noted DwgK a Drawn B EPA Date:Feb.2005 Q o R1-1C (NOT TO SCALE) Y: �] 3 a SCALE:1"=30' Approved By.JFC/CFD File No.04050.000 (, TOP OF BALL TO BE LEVEL WITH PLANT MATERIAL LIST TOP OF BALL MULCH AS THE AVERAGE ' TO BE LEVEL SPEC SURROUNDING WITH GRADE KEY QUANT. COMMON NAME- BOTANICAL NAME SIZE & TYPE SPACING SURROUNDING 6"-6"HIGH GRADE , MAX. SAUCER Qr 15 OUERCUS RUBRA (or COCCINEAL RED CvO 2"- 2 1/2" CAL., B&B MIN, 20- O.C. MULCH AS SPEC. �1 ,PLANTING SOIL AS SPEC HYDROSEED ALL O 15 FRAXINUS PENNSYLVANICA 'SUMMIT', SUMMIT ASH 2"- 2 1/2" CAL., B&B MIN, 20' O.C. FINISHED /-SAUCEP _ i' x DISTURBED r SLOPES AS SPEC. GRADE 6" MI I. 2 Mp /6' MIN. 20 PINUS STROBUS, WHITE PINE 8'-10' HT., B&8 MIN. 20' O.0 PLANTING SOIL - 6 �p��� _.a'•, AS SPEC. ) IN. i. C7— 3 PQTENTILLA FR TI 0 A 'GOLD DROP', GOLD DROP BUSH CINQUEFOIL 3 GAL. 3' O.C. - TYPICAL SLOPE PLANTING DETAIL '\ NOT TO SCALE O' g 4 JUMP R HIN N I A GREEN', SEA GREEN JUNIPER 18"-24", 3 GAL. 5' O.C. CO �Sp'e �MI". MATCH LINE A-A TOPSOIL AND SEED AS NOTED •r...rp..+.+ ..,'1::':;{;; 7 PLANTING NO�C L 'c SHRUB PLANTING DETAIL :=: '• :::; - go NOT TO SCALE •i:r;;:; r; ,j�,•" ' 1 ALL PLANTS SHALL MEET THE MOST RECENT STANDARDS FOR NURSERY STOCK AS PUBLISHED BY THE AMERICAN NURSERYMEN .:ai;�.:•• '�•.` '� i ASSOCIATION. 2. CONTRACTOR SHALL WATER PLANTINGS AND SEEDED AREAS AS SPEC. .:ter..:... 3. PLANTING SOIL SHALL BE GOOD TOPSOIL FREE OF ROOTS, DEBRIS OR STONES LARGER THAN 2" IF SOIL IS CONTAMINATED OR EXCESSIVELY SANDY OR CLAYEY, AMEND WITH PEAT MOSS OR COMPOST. 4 LIMI � �. . •>. TS OF 4"•"• . UNDISTURBED SOIL. IF LOOSENED DURING EXCAVATION, COMPACT FIRMLY BEFORE PLACING •' .:::<::+;i�::::. BOTTOM OF FOOTBALL MUST SIT ON UNIT CAPPED ?' '`' ': e :'::i):'..::c ROOTBALL IN PIT. PLANT MUST BE PLANTED AT SAME LEVEL TO SURROUNDING SOIL AS GROWN IN NURSERY . : © LANDFILL 5. AFTER SETTING PLANT IN HOLE, REMOVE TOP 1/3 OF BURLAP. REMOVE AND DISCARD SYNTHETIC FABRIC. CUT AND REMOVE ALL k. f ;',., .�; ` :.;::• STRING, NURSERY CONTAINERS OR WIRE NURSERY CONTAINERS, TIP PLANT ON SIDE AND HIT POT SIDES WITH FIST T 0 LOOSEN. r SLIDE POT OFF IF CONTAINER GROWN, CHECK FOR GIRDLING, CIRCLING ROOTS, AND IF FOUND CUT INTO ROOTMASS WITH KNIFE - ti:i•}?:�' ;: r : �::.�;.., .,. i/` ` AT 3 EQUALLY SPACES INTERVALS AND LOOSEN ROOTS. 6. PLANTING SHALL BE MULCHED WITH 3" TO 6" CLEAN MULCH OR WOOD CHIPS THAT EXTENDS FOR 6" OUTSIDE OF SOIL SAUCER. 9@ �' . ! TURF AND WEEDS MUST BE REMOVED WHERE MULCH EXTENDS OUTSIDE PLANTING PIT. PULL MULCH AWAY FROM TRUNK TO ' �:4; y'• / AVOID MOISTURE TO BUILD UP AGAINST IT. ` 7. ALL PLANTS SHALL HAVE A 3"-6" RAISED SAUCER AROUND PIT TO HOLD WATER. 8. ONLY PRUNE OUT DAMAGED OR DEAD BRANCHES. LEAVES OR NEEDLES SHOULD NOT BE WILTED OR BROWNED. ALL PLANT / I } MATERIALS SHOULD BE IN GOOD HEALTH. 'ate 9. STAKED TREES SHALL HAVE #12 GA. TWISTED WIRE LOOPED AND TIED AROUND 1/2" NOTCH IN STAKE (OR SPLICED TO 2" LAG x-wrl, f / )r,' • ,, � / BOLT WITH WASHER). AS DETAILED 5 8" RUBBER HOSE SHALL LOOP 2x DIAMETER OF TRUNK AROUND TREE AND A 5 16" x 3" GALVANIZED OR STAINLESS STEEL TURNBUCKLES BE USED. 1 EACH PER WIRE. CONTRACTOR IS RESPONSIBLE FOR CHECKING AND RETIGHTENING GUYS 1 MONTH AFTER PLANTING. Al .' Al LEADER OF TREE A• }�O ii MR DAANAAGE�E CDT ... PLANTING PLAN gyy (�/J idR �VaaO Df., Ft Y NORTH SCALE 1" =40' / PROPOSED �ry VV j / TRANSFER �� Q� ;•R 1' gB STATION :t?'•.• d �0 Topsoil & Seeding Note: o �` - j :1,•.{; 8 d REINFORCED ,.�;:;,; ! RUBBER HOSE (� �Q All areas within project limits and areas $ I I •'�ti BUILDING � 41 c + G ! 4 disturbed by construction operations shall „ewe:%r it .: / N 2" DIA., 6' HT. w M _..f. ' t• �' BRACING STAKES be graded and receive 4 inches of 11 yy+ topsoil and hydroseeding for ecologically "/.. / �'•' pp2 's"') DBL. STRAND #12 6 fragile areas with quick establishment w TWO 3"CEDAR •e „ `.•' GA. WIRE TWISTED TURNBUCKLE REINFORCED PLANTING and low maintenance unless otherwise RUBBER HOSESTAKES OR 4"z 4"POSTS 6' OR j •' scheduled or shown on plans. The seed m " " '� .y?tr:•' LONGER mixture shall contain the following: NOTCHED FOR 10% Falcon II Tall Fescue d 24�IA C.P. ;'•�' MULCH AS THE WIRE AND M, ,�,• frAi< SPEC. N IN SET OUTSIDE OF 10% Hertiage Tall Fescue a. v = � ` ,`. ''•l'1'r F'' l GRADE TOP OF BALL TO BE PLANTING PIT 4: �' ,•. ;;i: .•.7:.x; SAUCER F:•: 40% Pennant II Perennial Ryegrass k LEVEL WITH 3 - •i i•'• `'' �` SURROUNDING GRADE,ry :•:~'� 40% Imagine Perennial R e ross PLANTING TOP OF BALL 0 •' m '•:; '• {'•" SOIL AS TO BE LEVEL MULCH AS SPEC. -6 "7 c _ •• `' rn • i�i+t;•',••• i;1�.}.F,'r�(y'"'"R "SOIL SAUCER SPEC \� ` . '+';r' •� `'•.'' / . WITH 3" FINISHED SURROUNDING GRADEGRADE cw �/ ) ..,'•F.`+'':. :;�::d,•�'k•. \ SUBGRADEJ 8„ �....I z ,'� 0 ` . EVERGREEN TREE PLANT NG 2a p • MIN —PLANTING SOIL 'i"' ••'/ • a ,� 'mob ,�..� s NOT TO SCALE / `� AS SPEC. `'`•' r ..;.•ss'+:\ S 2 SUBGRADE-- .. •Y%tr TREE PLANTING DETAIL a _ # TOP-a69K k _ ` `fie � \ NOT TO SCALE /: r "' ? '•r`:`�•7:; ,7;i:4:,1:,yy:;:i `s 37- 3-1-05 LNY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD .. ✓ DATE BY DESCRIPTION APPROV.BY :.:. , �:•. t. 'a. y •. rt�• ,� k• •..ex..• '••i�•y�, �:;:; � �• ` REVISIONS o - ;=3" , t •',mc ' ':.i'Y'• ..r.a:::;•:':�`r:ais•.::.:::....:• :Ii:z•;a r^�'.,•.`•t...:.•''' -. �". - •",+. 73e :?'•, 0s\ TOWN OF SOUTHOLD ?- c;:;\ i:;:;i:;i:;i:;•.: to M1 " 70P.4en \ So SUFFOLK COUNTY,NEW YORK 5.\ + �+::1ti:?:•7?:i:i:•i,;'.,..i;.. / CT• / S' SOUTHOLD LANDFILL / \ `.; .•`.•:'•'.;:•''`�''.; ),,�.;^.,.?. _ ;y,. .74. -zi }. :,4.R (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) ,\ ( :,� �' O� �.P .� ;., •`t' PLANTING PLAN v, PLANTING PLAN L X.YcLEANASSOClATES,P.C. CONSULTING ENGINEERS 6 SOUTH + y.. ,� ( 'I .'�Sp., 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK o SCALE: 1" =40' tiSB, r ,G.r ,'�„ �\ '`. \ nM ` LINE A-A Designed By:CFD Scale:As Noted Dwg.No. P. 4 3 \ I ^ ^•, is+'•',• '•:,•'•`t; )8 Drawn By: LNY Date Feb.2005 Oq 4'" \���" Approved B .JFC/CFD I File No.04050.000 39 SIDEWALk CURB RAMP NOTES: ROAD OR TAPERED NOTE : IF THE DISTANCE FROM THE TOP PAVEMENT/SURFACE SCHEDULE 1. IF THE DISTANCE FROM TOP OF RAMP TO BACK PARKING CURB OF RAMP TO THE BACK EDGE OF THE SIDEWALK IS 4'-0' OR GREATER, THE EDGE OF SIDEWALK IS 6'-0FLARES OR GREATER, THE PAVEMENT RAMP S MPY" SLOPE ON THE SIDE FLARES MAY BE 1:10 SECTION/DESCRIPTION -P V SLOPE ON THE SIDE FLARES MAY BE 1:10 FIA•)F 2 SURFACE TEXTURE OF RAMP SHALL BE DEEP GROVE. FLUSH, SMOOTH - 1/2" WIDE By 1/4" DEEP, 1" CENTERS TRANSVERSE TRANSITIONlllifilllllll¶� ImII¶I�� 1 1/2" TYPE 6F ASPHALT TOP COARSE TO THE RAMP. _ - _ - _ o_ _ _ CONCRETE ROAD AND D WALK '°o•• 0• •°'Y. o•oro °'•°tom-2 1/2" TYPE 3 ASPHALT BINDER COAR_.E CONCRETE RAMP n °° °n °° O O° 0°0 p o 0° 0°000 6" RCA BASE COARSE PARKING r - 4 ( °Po0 °O °p°°Oo°a00°[n�O°0°I AREAS PII I�411 lit 111 I I II 1 del I I CONCRETE RAMP SECTION A-A ,� III-1 :ill—!-''' - 1=!-'I �--COMPACTED SUBGRADE SECTION ON -- - \ '�2 --1 1/2" TYPE 6F ASPHALT TOP COARSE DROP CURB ROAD %,/ \ 1• - ^EXISTING ASPHALT BINDER COARSE OVERLAY AT 1:12 5'-0" MIN. 1 1:12 ( ��; - PROPOSED N,, l SIDE RAMP PAVEMENT -_ _ ENTRY ROAD % 12 SIDE .� I.— I_-I I =i L-1 _! hBFLARE FLARE SURFACE -L--I L1_ HYDROSEED GRASS AS SPEC. & NOTED i• 1� 1 \ HYDROSEED 4" DEPTH OF SCREENED TOPSOIL PROPOSED coNa1ETE cube CONCRETE cuRe _ LTAPERED CURB D /LTAPERED CURB DROP CURB PERSPECTIVE VIEW V �-III=-IF-i11— 111=1 WILE., COMPACTED SUBGRADE AREA PLAN VIEW DROP CURB SECTION B-B X0ii09C^� BROOM FINISH, STEEL TROWEL EDGE SIDEWALK CURB RAMP - TYPE A (UNLESS OTHERWISE NOTED) EXTERIOR & NOT TO SCALE SIDEWALK CURB RAMP — TYPE B DETAIL .� :=� ��� �' -- � � '�. COVERED p -.•..�. .!�. d �---4" DEPTH OF CONCRETE WITH SIDEWALKS NOT TO SCALE - -- = •- ' ' 6" x 6" 6/6 WIRE MESH AT MID-DEPTH (5'-10' WIDE III I_III=I-=iI=.1-III-I III COMPACTED SUBGRADE FINISHED GRADE BROOM FINISH, STEEL TROWEL EDGE CAST IRONCURB INLET FRAME 2 GRATE - (UNLESS OTHERWISE NOTED) 6 CAMPBEE FOUNDRY PATTERN $2541 OR ... ? 6" DEPTH F CONCRETE WITH MID DEPTH (UTILITIES, PADS 6„ 4'_O' APPROVED EQUAL .. ' ':Y 6" x 6" 6/6 WIRE MESH AT _ ETC CURB INLET DRAIN PIPE =III-I-II ill=I-111=1-III=1=111 COMPACTED SUBGRADE CATCASPHALT PAVEMENT - BASIN H (TYP.)ij 2,-6.. 6.. MIN. O O 18" HOPE O OR-8 OZ./SY. FILTER FABRIC 6" MIN. DEPTH OF CRUSHED STONE WHERE SHOWN ON PLANS A I - 18 HOPE 16" MOPE ,' III==III=1 III-=11 1 III_-,-t—COMPACTED SUBGRADE �� - LEACHING POOL u o b II 1 18" DIA. HDPE 6' o CONC. _ (TYP.) n��� o a v CURB 20'— —20' TYPICAL ROAD DRAINAGE PLAN CRUSHED �0 STONE NOT TO SCALE DETAIL >A> E 6 I70,_II0. ASPHALTfC'Ct7[1CRETE' '.'''''''''' ''''''' ' 1_9, 1._6. 1._9. r .........•,.,,,•,5'-0" n ASPHALTIC 'CONCRETE —.TYPE. 3 I NOTES: • c 1. ALL CONCRETE TO BE 3,000 P.S.I. PRECAST N PLAN VIEW BOX XAAS MANDFAC URED BY SUFFOLK CEMENTOR \ e2. PROVIDE PIPE OPENINGS AS REQUIRED. SECTION A—A 1 CRUSHED STONE/RECYCLED CONCRETE AGGREGATE (RCA) a 3. ADDITIONAL INLETS TO BE SPACED s' APART. STABILIZED SOIL BASE — 95% COMPACTION b CURB INLET—CATCH BASIN (C.I \ (STANDARD PROCTOR). (NOT TO SCALE) -"—� yl j 10' DIAMETER TRAFFIC BEARING ING TOP SLAB D m v 2 13,000 PSI PLAN VIEW i CONCRETE WITH No. S D.C. A WA 0'-4" SLAB COVER OR CAST IRON FRAME c O.C. R WAY 24„ TRAFFIC BEARING 6" THICK CONC. v FINISHED GRADE & GRATE AT F.I.- SEE DRAINAGE w" 18•qA.lIDPE PLANS)a DRAINAGE NOTES: OPENING i. LEACHING POOLS SHALL BE PRECASTED CONCRETE CEMENT 18"0 HDPE A R�pU1RED� O STRUCTURES AS MANUFACTURED BY FFOLK PRECAST INC.OR00 1 EQUIVALENT. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. SEE NOTE 1 0 C 2 2 ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST SHEET PILING AS REQUIRED ^° PUN VIEW CAST IRON TRAFFIC BEARING STRUCTURES SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF - -- FRAME/GRATE BY CAMBELL 4000 PSI. IN 28 DAYS. q FOUNDRY PATTERN #10078 OR ^ APPROVED EQUAL 3 ALL DRAINAGE STRUCTURES SHALL BE PLACED IN ACCEPTABLE a TOP OF PROPOSED PAVEMENT LEACHING SOILS AS APPROVED BY THE ENGINEER. IN THE EVENT 12" (TYR) ti C 8" TOP SLAB POOR LEACHING MATERIAL IS ENCOUNTERED, EXCAVATION IS TO BE EXCAVATE AND BACKFlLL 3 FEET AROUND tal o STEEL REINFORCED WELDED -. CONTINUED TO SUITABLE MATERIAL&BACKFILLED AS DETAILED AND BELOW LEACHING RINGS WITH SUITABLE q WIRE FABRIC 6" x 12"#6x#8 POROUS MATERIAL AS APPROVED BY THE ENGINEER. 1n a 4. NO TRENCH, PIT.OR OTHER EXCAVATION SHALL BE LEFT OPEN AND Z SHEET PILING AS REQUIRED O F UNATTENDED. EXCAVATIONS SHALL BE PROTECTED AS DIRECTED BY -- a a THE ENGINEER WITH FENCES. BARRICADES AND OTHER APPROVED J O j DATE BY DESCRIPTION APPROV.BY w METHODS NO DIRECT PAYMENT WILL BE MADE a1 •� 0 - 4" MIN z r REVISIONS EXCAVATE AND BACKFlLL 3 FEETEE 0 z 5 INVERT ELEVATIONS MAY BE ADJUSTED BY THE ENGINEER IN THE 1. STEEL REINFORCED ON LEACHING 0 AROUND AND BELOW LEACHING a: F FIELD TO MEET FIELD CONDITIONS TO AVOID CONFUCT WITH UTILITIES SECTIONS WELDED WIRE FABRIC a w RINGS NTH SUITABLE POROUS 8 c7 w�. AS ORDERED BY THE ENGINEER. 6"xl 2"#6x#8 TOWN OF SOUTHOLD MATERIAL AS APPROVED BY THE _9 z 2. STEEL REINFORCING ON CONE �'�/".` SM LK COUNTY.NEW YORK ENGINEER. x w v 6 ALLOW FOUR(4) INCHES FOR FINAL ADJUSTMENT OF CASTING SECTION NFOR VERT., 1-#3 TOP, ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE BLOCK. 1-#BOTTOM, 2 SOUTHOLD LANDFILL a-o 4 BRICK, AND/OR 12 MORTAR MIX (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) 4 8 z 7 THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING ,d -� DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE —1--4"MIN GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND ` '1 4' -. .- _ SITE DETAILS v �:. •- SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF - POROUS TITLE 29 CODE OF FEDERAL REGULATIONS,PART 1926, SAFETY AND BACKFlLL 3'(MIN.) MOROR ALBACKFILI HEALTH REGULATIONS FOR CONSTRUCTION(OSHA). NO DIRECT ;? MAT'L L.X.IfcLEANASSOCIATES,P.C. DRAIN OPENING DETAIL PAYMENT WILL BE MADE FOR THIS OPERATION ;-r, CONSULTING ENGINEERS o (NOT TO SCALE) SECTION Z-Z 8 COMPACTION SHALL BE IN CONFORMANCE WITH NYSOOT STANDARD 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK SPECIFICATION SECTION 203-3.12 'COMPACTION' DRAIN OPENING DETAIL SECTION A-A g FLUSH INLET 10'0 LEACHING BASIN (F I) (NOT TO SCALE) Designed By. Scale:As Noted Dwg.No i°' NOT TO SCALE 10'/ LEACHING BASIN (L.B.) DETAIL Drawn By:LMY Date.Feb.2005 ^ 0 NOT TO SCALE A `t roved B :SFC/CFD File No.04050.000 FINISHED 1 RADIUS GRADE 2" REFLECTIVE j TAPE ® ASPHALT PAVEMENT 6 AS SCHEDULED TYPE 6F ASPHALT TOP, ' 6" DIA. STEEL TYPE 3 BINDER ASPHALT a PIPE. ON 6" COMPACTED RCA A/C JOINT SEAL, 4 FILL W/ CONCRETE SUBBASE AS SCHEDULED /—MIN. 3" WIDE 18" a ° AND TACK COAT e MOUND CAP. PAINT SAFETY ::7:j YELLOW. PROPOSED ROADWAY ° ° EXISTING ROADWAY a° CONCRETE AS SPEC. FINISHED SAWCUT FULL DEPTH STRAIGHT EDGE GRADE ALONG PROPOSED ASPHALT L--9„_� 6" ENTRANCE ROADWAY 18" DIA. CONCRETE PROPOSED SAWCUT DETAIL CONCRETE CURB SECTION ENCASEMENT (MIN). NOT TO SCALE NOT TO SCALE SLOPE TOP OFENCASEMENT. 2' LINE POST 1-5/8" O.D. BRACE RAIL CHAIN LINK FABRIC, LOOP CAP TOP SELVAGE TWISTED 6" DOME POST TOP HOG RING LINE POST CHAIN LINK FABRIC, LINE POST 2-1/2" �18 LINE POST TIE 1-5/8" O.D. BRACE RAIL TOP SELVAGE TWISTED LOOP CAP 2.375" OD) ROUND ND & CORNER POST DOME POST TOP HOG RING LINE POST BOLLARD DETAIL -- ROUND END & LINE POST TIE N.T S. RAIL TIE CORNER POST 2-1/2"2.375" OD) ROUND END & CORNER POST " o x ROUND END & 11 GAUGE CORE l ? N i c1. CORNER POST m o ,- 1-3/4" MESH 11 GAUGE CORE TENSION BAR TENSION BAR 1-3/4" MESH I 36" MIN. DEPTH 30" MIN. DEPTH F., I m ADJUSTABLE TENSION WIRE f �' ADJUSTABLE TENSION WIRE -^+� WIDTH TRUSS ROD BOTTOM SELVAGE 12 BOTTOM SELVAGE 12" WIDTH TURNBUCKLE KNUCKLED TRUSS ROD " TURNBUCKLE KNUCKLED i o NOTE: NOTE: N ALL COMPONENTS OF THE CHAIN LINK FENCE ARE TO BE COATED WITH BLACK VINYL ALL COMPONENTS OF THE CHAIN LINK FENCE ARE TO BE COATED WITH BLACK VINYL N 6' HIGH CHAIN LINK FENCE 4' HIGH CHAIN LINK FENCE b N.T.S. N.T.S. 0 ti 3/8" 0 GALV. TRUSS ROD & #9 GA. - 2" DIAMOND MESH VINYL COATED CHAIN LINK FABRIC WITH ALL EDGE KNUCKLED (TYP.) TURNBUCKLE ® (TYP.) 32'-0" o r u 9 GA ALUMINUM �, � i 2' O.D- TOJS 6" O.D. o TIES (12" O C.) � �� MIDDLE & POST o TYP. BOTTOM RA (TYP.) 10 ` — DATE BY__ _ DESCRIPTION APPROV.BY ' REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK c LIIJ CURB (TYP.) PROVIDE OF GATE BOLT.1 DEPTH EMUST BEATER CONCRETE FOR POST FOUNDATIONS NOTEIll UN RA /` SOMOLD LANDFILL GREATER BY 1" THAN BOLT TRAVEL SHALL HAVE A A 4,000 P.S.I., 28 20" 0 CONCRETE M L-1 (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) FOOTING AS DAY COMPRESSIVE STRENGTH. SITE DETAILS (CONTINUED) 0 0 DETAIL OF 6' HIGH CHAIN LINK GATE L.K.MCLEAN ASSOCIATES,P.C. o CONSULTING ENGINEERS N.T.S. 437 SO.COUNTRY ROAD,BROOKNAVEN,NEW YORK 0 Designed By Scale:As Noted Dwg.No. i Drawn By:LMY Date:Feb.2005 4 1 n. A roved B :JFC/CFD File No.04050.000 4#50OKCM -CU - 1-5'C TO OVERHEAD � AAATCH CMrE P#Q2 MATCH LINE 600 AMP 30-4 WIRE PANEL 'MBP' 240/120V MAIN BREAKER • SB $ \ HIGH BAY LIGHTS 35A 50A 1 2 25A 180A O&M SHOP PANEL LPOM LP Ib LP NB 4 HIGH BAY LIGHTS 35A SOA 3 4 25A 180A 0&M SHOP PANEL LPOM SIB/ i PROPOSED GFI ,oY'I'YST SA RECEPTAC E AND LIG �Rkiy�TipN LP AZi HIGH BAY LIGHTS 35A 50A 5 6 7%A 180A O&M SHOP PANEL LPOM WITH MANU L SWITCH HIGH BAY LIGHTS 35A SOA 7 8 IOOA 60A SCALEHOUSE PANEL LPSH • TO CONTR T • PHOTOCEL -NEMA 3R HIGH BAY LIGHTS 3SA 50A 9 10 lOOA/ 60A SCALEHOUSE PANEL LPSH / • • HIGH BAY LIGHTS 35A 50A 11 1 1ODAT 60A ADMINISTRATION BUILDING PANEL LPAB T• QOSF-OLP Ch CONTRACTOR SHALL CONNECT TO HIGH BAY LIGHTS 35A SOA 13 14 6A ADMINISTRATION BUILDING PANEL LPAB `• QR GF- EXISTING LOAD PANEL INSTALLED WITH O SIS G�P�\6 SB THE RELOCATED TRAILER BUILDING. HIGH BAY LIGHTS 35A 50A 15 16 60A 36A INFORMATION BOOTH TWO(2)NEW CIRCUITS SHALL BE P 60A/136A T- / INSTALLED IN THE EXISTING PANEL FOR HIGH BAY LIGHTS :ce�50A 17 18 INFORMATION BOOTH pp - THE HOME EXCHANGE BUILDING. HIGH BAY UGHTS 35A 50A 19 20 20A iL_ DIESEL FUEL DISPENSING TANK SPARE OA ^20A 21 22 30A 22A FIRE WELL 11 O HOME - EXCHANGE C1 OVERHEAD DOOR-WEST SIDE 14A/120A 23 24 30A 22A FIRE WELL t 3A'8-1-112"C F RECEPTACLES EAST WALL -a,,20A 5 26 30A 22A FIRE WELL RECEPTACLES SOUTH WALL a/--N20A 27 28 I5A 6A MECHANICAL ROOM BASEBOARD a O RECEPTACLES WEST WALL 12A^20A 29 30 "A MECHANICAL ROOM BASEBOARD o LP#10 ! 3#2-1#6-2"C, 1-CAT 5&1-RG6 COAX IN 1-%"C, AND SPARE 1-y"CONDUIT WITH RECEPTACLES NORTH WALL 12An2OA 31 32 LOA n 13A MECHANICAL ROOM WATER HEATER LP DRAG LINE TO TRANSFER BUILDING T h BLOCK HEATERS 12A/-120A 33 34 2DA^13A MECHANICAL ROOM WATER HEATER MBP ti CONTRACTOR SHALL CONNECT TO SABLOCK HEATERS 12A/120A 35 36 20A/-\10A MECHANICAL ROOM EXISTING LOAD PANEL IN THE LP#4 y;� tom' A" °$ RELOCATED WEIGH STATION. _ �_. ! • 0 SPARE x/120A 7 38 15A 6A RESTROOM BASEBOARD TWO(2)NEW CIRCUITS SHALL BE INSTALLED IN THE EXISTING PANEL 3 5 7 a { r SPARE %/120A 39 40 15A 6A RESTROOM BASEBOARD FOR LIGHT POLES 1-14. w m ) #11 �P CONTRACTOR SHALL CONNECT TO SPARE x 20A EXISTING LOAD PANEL FURNISHED WITH � 41 42 zoA 6A RESTROOM f THE PREMANUFACTURED BOOTH. V a " 2-112"C' Ai6P X SPARE /'120A 42 44 20A/--X SPARE g#310 W 51 7A 464A 447A ELECTRICAL CONTRACTOR SHALL RELOCATE THE MAIN BREAKER PANEL LAYOUT 3# W = � 3/ 1#2-2 2"C R / : EXISTING GENERATOR,DAYTANK AND TRANSFER NOT TO SCALE o 1-C 5&1-RG6 C3 r! :'SWITCHING TO BE DISCONNECTED FOR REUSE. SAe .� TEMPORARY STORAGE WILL BE REQUIRED ELECTRICAL NOTES: m LP#3 -' W1 z"C' ` DURING CONSTRUCTION AN SPARE TERMIN TE SPARE r 1. TEMPORARY POWER SHALL BE RUN TO THE EXISTING SCALE HOUSE PRIOR TO DISCONNECTION OF o * CO DUIT WI H DRAG CONDU 16AFF POWER TO RESIDENTIAL DROP-OFF BUILDING. LI I _ !/ EXISTING SERVICE TO BE DISCONNECTED AND OVERHEAD LINES REMOVED TO POLE = ROPoseO 3-PHASE fioo AMPAFTER 2. CONNECTION OF TEMPORARY POWER TO THE EXISTING SCALE HOUSE SHALL BE MADE DURING NON P#t2 DISTRIBUTION PANEL'MBP' EXISTING TEMPORARY SCALE HOUSE ER IS RUN TO OFFICE HOURS. 240/120V MAIN BREAKER i � ma oz 1 g 3. THE CONTRACTOR IS ADVISED THAT CONSTRUCTION IS PHASED AND WORK SHALL BE IN b a PROPOSED 600 AMP 3-PHASE TRANS.'S' CONJUNCTION WITH THE PHASING PLANS. ! 5 AMP OPOS D 3-PHASE 22 EXISTING GENERATOR,DAY TANK AND /! ISTRI UTION PANEL'LPOM' TRANSFER SWITCH TO BE RESET ONTO NEW 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY POWER TO THE al SA ! I j i 24/120V MAIN BREAKER i 2 CONCRETE SLAB AND WIRED. ELECTRIC RELOCATED SCALE HOUSE BUILDING IF THE PROPOSED PERMANENT SERVICE IS NOT ENERGIZED. THE m LP#'2 i ` ! �W k CONTRACTOR SHALL POUR SLAB-SEE TEMPORARY POWER MAY BE EITHER HARD WIRE OR GENERATOR. ELECTRIC PLANS FOR SLAB DETAILS. SLAB 12'X 6'X V Luminaire Schedule 3 p#13 o MBP ! - 111 Project: Southold Transfer Station EXISTING OVERHEAD SERVICE TO BE REMOVED AFTER TEMPORARY POWER IS ROUTED TO Symbol Oty Label Description Arrangement Lumens LLF 3 -� / POLEBASESBEHI I ♦> 16 SA Gardco G13-1-4XL 150HPS 0 16' SINGLE 16000 0800 s RETAINING WAL HALL #16 , EXISTING SCALE HOUSE. EXISTING POLE TO / BE SET I8.OFF ACK LP 15 REMAIN '. SIDE OF RO AY pj Q, }.r: � '- --E) 9 SB Gardco G13-1-3%L/150HPS ® 16' SINGLE 16000 0.800 N _ PWS CONCRETE URB- _ TYPICAL ; s .3 r',= * PROPOSED 600 AMP 240/120v 3-PHASE DELTA Statistical Area Summary LPWS • �', UNDERGROUND ELECTRIC SERVICE FROM EXISTING POLE Project: Southold Transfer Station i X'rx LP -` • )LP 14 ` Label Avg Max in Avg/Min Max Min Pts Units -'^ SA / - t• Porkinq Area 2.10 7.01 0.54 3.89 12.98 138 Fc J `- • C Entrance Drive 1.92 6.61 053 3.62 12.47 92 Fc q L: o PROPOSED ROADWAY ' a LIGHTING SEE TYPICAL O CONDUIT PROTECTION 3-1-05 LMY I. PER SOUTHOLD TOWN SOLIDWASTE DIRECTOR CFD DETAILS FOR • x CONDUCTOR TRENCHING .THIS AREA - •"' UP#18 EXISTING POLES AND OVERHEAD DATE BY DESCRIPTION APPROV.BY AND LIGHT PO - • SERVICE TO REMAIN REVISIONS FOUj+1DATl0. ., -.t,- ! SITE ELECTRIC PLAN - �� � �.� TOWN OF SOUTHOLD " �Qv \T1 L'�."/` SUFFOLK COUNTY,NEW YORK i SOUTHOLD LANDFILL SCALE. 11 30, (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) a Exls GELS . c TER AN U ERGROU ELECTRIC SITE PLAN (SOUTH) ♦ - �, ,: ND S VICE TO BE REMOV - T AMPPOWER L.KONSULN�LTING EONGINEERS P.C. /j \ -'- ING ELECTRIC SERVICE TO RE 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK o \ - FROM EMPLOYEE T - SCALE HOUSE IN TRENCH A - BACKFILLED-CONNECTIONS AS ELECTRICAL CO IT}Z2A R-TO'PROV E NEW UNDERGROUND 20AMP Designed By.EPA Scale:AS NOTED Dwg.No. CIRCUIT FROM IL TO RPZ ENCLOSURE AND GFI E MP,LO TT� Drawn By EPA Date.Feb.2005 a.Ia. REQUIRED. RECEPTA- ,'PLUM TO INSTALL HEAT TRAC -- _ A proved By:JFC/CFD File No.04050 000 E_1 SITE ELECTRIC PLAN SCALE: 1 " = 30' O 1,07 p Np 4#3/0 - 1#2 - 2 1/2"EMT TO MBP aROp �� 30+ti 6SFO �� y� 225 AMP 30-4 WIRE PANEL LPOM 240/120V MAIN BREAKER UNIT HEATER 49A 60A 1 2 40A 24A EQUIPMENT RECEPTACLE UNIT HEATER 49A 60A 3 40 4 40A 24A EQUIPMENT RECEPTACLE EXISTING CUTLER HAMMER PANEL TO BE UNIT HEATER 49A 60A 5 6 50A 30A EQUIPMENT RECEPTACLE REUSED.13 OF 24 SPACES AVAILABLE. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY AND CONNECT AS NECESSARY. UNIT HEATER 49A 60A 7 8 50A 30A EQUIPMENT RECEPTACLE UNIT HEATER 49A 60A 9 10 60A 36A EQUIPMENT RECEPTACLE EXISTING PROPOSED 600 AMP NEMA I DISTRIBUTION WEIGH UNIT HEATER 49A 60A 11 12 60A 36A EQUIPMENT RECEPTACLE PANEL HCM AS MANUFACTURED BY SQUARE D STATION �n -I LINE ORTROUGH REQUIRED EQUAL CABLE PROPOSED 225 AMP NEMAI HIGH BAY LIGHTS 35A 50A 13 14 20A/112A WALL RECEPTACLES - EAST TROUGH AS REQUIRED PER FIELD SUB PANEL CONDITIONS. ALL MATERIALS TO BE 3 3 0 — 1#2 — LPWS DISTRIBUTION PANEL HCN AS MANUFACTURED BY SQUARE D c'. APPROVED BY LIPA AND THE NATIONAL ELECTRIC CODE. 2-1/2"C I LINE OR APPROVED EQUAL. HIGH BAY LIGHTS 35AC5O 15 16 20An 12A WALL RECEPTACLES - WEST a CABLE TROUGH AS REWIRED — 00 PER FIELD CONDITIONS. ALL MATERIALS TO BE APPROVED BY LIPA AND THE NATIONAL SPARE X/�20A 17 18 20A/118A ROLL-UP DOOR m PROPOSED ELECTRIC CODE. of 0&M SHOP SPARE X/120A 19 20 15A/1 X SPARE 600A MBP' 4#3/0 - 1#2 - 21"EMT SUB PANEL LPOM' SPARE Xr-,\20A 21 10 22 15A/1 X SPARE 3PH, 4W 240/120V TRAN "S" MAIN BREAKER SPARE X/120A 23 24 15A/1 X SPARE 240/120V40 Q 30-4 WIRE 3 2 — i 6 — 2"C SPARE X/�20A 25 26 15A/1 X SPARE 600 AMP EXISTING ADMIN. m BUILDING 202A 205A 182A S SUB PANEL OPERATIONS& MAINTENANCE SHOP N 3 500 KCM — CU — 4"C 4 500 KCM — CU — 4"C WATER LPAB NOT TO SCALE FROM OVERHEAD GROUND oco EXISTING CUTLER HAMMER PANEL TO BE REUSED.2 OF 12 SPACES AVAILABLE. o _ ELECTRICAL CONTRACTOR SHALL FIELD TOPSOIL VERIFY AND CONNECT AS NECESSARY. POWER SCHEMATIC - _ 0 NOT TO SCALE GROUND ROD , • e a • • • DETECTABLE DATE BY DESCRIPTION APPROV.BY • o.::• ,. MARKING TAPE c 0 e COMMON FILL REVISIONS o :• '' a• TOWN OF SOUTHOLD • • ° TRENCH �'�.".` SUFFOLK COUNTY,NEW YORK `w N •a • o • o `�—.IDEN AS NEEDED ABOVE CONDUIT SOUTHOLD LANDFILL F ••• to .�o (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) r •• • • • CONDUITELECTRIC SITE PLAN (NORTH) 0 n BEDDING L.K.McLE"ASSOCIATES,P.C. • • CONSULTING ENGINEERS o 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 ELECTRIC TRENCH DETAIL Designed By EPA Scale:AS NOTED DWg.No N.T.S. Drawn By.EPA Date Feb.2005 a Approved By:JFC/CFD File No.04050.000 — NOTES: VER _ 1. CONTRACTORS SHALL MOUE Y THE UTILITY SPECIFIED RISER MATERIAL NEUTRAL SIL OR�PLATED Nores: BUS COPPER BUS L� 24„ I 1.CABINET SHALL BE RATED NEMA 3R AND SHALL BE CONSTRUCTED FROM CODE GAUGE ON THE POLE, TO A HEIGh 9 TO 10 FEET ABOVE GRADE —�I GALVANIZED OR BE RHEA ED STEEL U-GUARD - 3' POLYETHYLENE SCHD 80 OR 3" DBL. A V. STEEL - 10' 2.BUS BARS SHALL BE SILVER OR TIN PLATED COPPER AND SKALL BE SIZED PER THE NEC. LONG W/ BELL ENDS CCONTINUOUS STAINLESS 3.BUS BARS SHALL BE MOUNTED IN THE CABINET BY MEANS OF STANDOFF INSULATORS RACEWAY STEEL PIANO HINGED DOOR. e OR INSULATED MOUNTING BRACKETS. INSULATING MATERIAL SHALL CONFORM TO THE SECONDARY CABLE MAX PRIMARY CABLE MAX. (SEE NOTE 6) �-m.s POR LEFT HAND SWING ONLY APPLICABLE SECTIONS OF UL 746 AND UL 94.CABINET SHALL BE UL APPROVED. a - 1/c 350 KCM 3 - z/c #1/0 Awc UTILITY SPLICING CREW O O O O BOTTOM 4.ONLY THE RIGHT HAND SIDE OF THE CABINET SHALL ALLOW F'OR LINE AND LOAD CABLES TO COMPLETE RISER POLE `. ��ENT TO ENTER AND EXIT THROUGH THE BOTTOM OF THE CABINET. THIS SPACE SHALL OR EXIT ALLOW FOR THE CABLES TO MEET THE MINIMUM BENDING RADIUS TO THE NEAREST 5"DOUBLE GALVANIZED STEEL U-GUARD - 5' LONG W/B L ENDS (NCLUDING GROUNDING AND o PHASE OR NEUTRAL BUS.AS PER THE NEC. SECONDARY CABLE MAX. PRIMARY CABLE MAX. BONDING MATERIAL) GROUND STRAP O 5.THE SHORT CIRCUIT WITHSTAND CAPABILITY OF THE CABINET ASSEMBLY SHALL 8 - 1/C 500 KCM 3 - 2/C 750 KCM GROUND LUG X BE A MINIMUM OF 18.000 SYMMETRICAL AMPERES. e ANOOFF d 48" 6.CABINET DESIGN SHALL HAVE PROVISIONS FOR A SOLID DOOR TO ALLOW FOR THE INSULATOR LIPA APPROVED METER ENCLOSURE TO BE MOUNTED REMOTELY FROM THE CABINET. METER SOCKET 7.CABINET MAY BE DESIGNED WITH A SINGLE OR DOUBLE DOOR AS NECESSARY TO CONFORM 2. A) THE LOCATION OF THE U-GUARD ON THE POLE SHALL BE IDENTIFIED ° ^� AND WITH APPLICABLE STANDARDS. OVERALL DIMENSIONS SHALL BE KEPT TO A MINIMUM, OR 7HE CONTRACTOR BY THE LIPA ED&C REPRESENTATIVE ASSIGNED TO ('�_ O O O O 0 01 TEST SWITCH B.HEX HEAD OR THUMB SCREWS MAY BE FURNISHED INSTEAD OF A THREE POINT LATCH, THE JOB PRIOR TO INSTALLATION OF THE CABLE/RISER. / NO'2(0) o o °o o ,a 9.MANUFACNRER SHALL FURNISH AND INSTALL 1/2-13 STUDS WITH SPLIT LOCK WASHERS B) THE LENGTH OF THE CABLE REQUIRED FOR UTILITY TO MAKE FINAL - Ll lyp((�gi�)1' 0 0 0 0 ° AND HEX NUTS FOR C.T MOUNTING. CONNECTIONS AT THE POLE SHALL BE IDENTIFIED FOR THE CONTRACTOR 10.USE ONLY MANUFACTURED APPROVED LUG KITS. NO. 1 BY THE LOCAL UTILITY ED&C REPRESENTATIVE. cauuuNKAnoNs LINE HEX SCREW iiore�I%3 bP) 11.ONLY FACTORY PREFABRICATED KNOCKOUTS ON THE ENCLOSURE SHALL BE USED. CURB 12,THIS STANDARD SHALL NOT BE USED AS A DESIGN CRITERIA. DIMENSIONS SHOWN ARE 3. A) THE CABLE SUPPLIED BY THE CONTRACTOR FOR USE ON THE POLE TRAFFIC RECOMMENDED MINIMUMS ONLY.LARGER DIMENSIONS SHALL BE USED WHERE REQUIRED SHALL BE INSTALLED AND PROPERLY SECURED TO THE POLE BY THE - K.0 TO ACGOMODATE 100 II T BY CODE. PA'a LOCKING DEVICE ELECTRICAL CONTRACTOR TO PREVENT DAMAGE AND/OR ANY ACTS OF RISER LOCATIONS ON POLE z rv.) VANDALISM FROM DAMAGING CABLE PRIOR TO HOOK-UP SEE SEE 10" B) CABLE IS TO BE ATTACHED TO THE POLE WELL ABOVE THE TOP OF NOTE 4 NOTE 3 RELATIVE POSITIONS OF RISERS 1 & 2 METER FURNISHED i THE RISER WITH A KELLUMS GRIP BASKET OR LENGTH OF LINE TIED IN A (# N ) AND INSTALLED "ROLLING BEND KNOT" (SEE BELOW) SO AS TO PROTECT THE CABLE FROM TO BE CONTROLLED BY THE DIRECTION IN BY UPA BOTTOM NEW MECHANICAL BENDING DAMAGE. WHICH CABLE EXTENDS UNDERGROUND 4",3.5•CONCENTRIC KNOCKOUTS(4 TYPJ 4. ALL CABLE SHALL BE PROPERLY END CAPPED AT BOTH ENDS BY THE ME ER ENCLOSURE HUB OPENING FOR CONTRACTOR WITH APPROVED TIGHT FITTING WATERTIGHT SEALING CAPS OR RECESSED IN DOOR 3' 3.S"OR 4"HUB IN STRICT COMPLIANCE WITH NEC 300-5 (a). *' In (SEE NOTE d6) Z_ 5. 3" POLYETHYLENE U-GUARD SHALL BE FASTENED WITH 1/4" X 2 1/2" IMPORTANT. SEE a aALL U-GUARD MATERIALS ARE TO BE LAG SCREWS WITH CUSHION. 5" STEEL U-GUARD SHALL BE FASTENED FIVE FOOT LENGTHS WITH BELL ENDS. 0 WITH 3/8" X 2 1/2" LAG SCREWS. (SEE NOTE 1) V FCURRDIT URNISHED AN INSTAL �- SECURE TO POLE WITH %" X 242" BY LIPA(SEE NOTE AL SIDE VIEW6. LIPA SHALL COMPLETE THE CONSTRUCTION OF THE RISER PER THE GALVANIZED LAG SCREWS APPROPRIATE CONSTRUCTION STANDARDS. NO SUBSTITUTIONS WILL BE ACCEPTED U-) FOR 3" SCHEDULE 80 U-GUARD OR 5" 7. IF CONDUIT IS USED, MANHOLES ARE REQUIRED. CONTACT E.D.&C. FOR UTILITY APPROVED SOLUBLE GALVANIZED 1 3#3/0 - DETAILS (SEE CS-6620). STEEL U-GUARD. (SEE NOTE 1) #2 - 2-1/2 C - THE CONCERN FOR RELIABLE ELECTRIC SERVICE REQUIRES THAT UTILITY 1 U FINAL GRADE RESERVE THE RIGHT TO REFUSE TO ACCEPT OR ENERGIZE ANY CABLES THAT HAVE BEEN LEFT WITH 'ENDS' UNCAPPED. MOISTURE INTRUSION HAS EXISTING 100 AMP EXISTING BEEN DETERMINED TO BE A SUBSTANTIAL CAUSE OF PREMATURE CABLE 1-1/2 MAX CUTLER HAMMER PANEL LPWS FAILURES, UNCAPPED CABLE ENDS ARE THE LEADING CAUSE OF THIS 240/120V MAIN BREAKER PROBLEM PIPE E n CONDUIT USED_� 1 2 /�_USED m u USED_/1 3 4 �_USED � IF CONDUIT IS USED A MANHOLE / SPLICEBOX IS REQUIRED, SEE NOTE 7 USED 5 6_� /'\_USED a ROLLING BEND KNOT, TO ATTACH LINE TO WIRES WHEN GRIP IS NOT AVAILABLE. N 3#2 — 1#6 — 2"C TO MBP USED n 7 8 �_USED a LIPA APPROVED CABLE RISER aNTS USED_� 9 10 �_USED v EXISTING 100 AMP EXISTING CUTLER HAMMER PANEL LPAB USED_/1 11 12 20A 12A ROADWAY LIGHTS POLES 1 - 7 240/120V MAIN BREAKERIII ral PHOTOELECTRIC SPARE /1 X 13 14 20A 12A ROADWAY LIGHTS POLES 1 - 7 m CONTRACTOR SHALL CONTROL (TYP) USED /1 1 2 /-_USED a PROVIDE TWENTY FOUR (24) SINGLE LUMINARIES AND THREE (3) DOUBLE LUMINARIES USED n 3 4 /�_USED SPARE_ 1 X/ 15 16 20A 1 2A ROADWAY LIGHTS POLES 8 - 14 AS SHOWN ON PLANS a USED_� 5 6 SPARE_/1 X 17 18 20A 12A ROADWAY LIGHTS POLES 8 - 14 n USED a SPARE_/\ X 19 20 X �_SPARE STREET LIGHT POLE USED_r--\ 7 8 /1_USED I ALUMINUM LIGHT POLE —� 9 SPARE_/� X 21 22 X /1_SPARE � USED 1 O /�_USED N SPARE_/1 X 23 24 X n_SPARE SPARE _/1 11 12 20A/'112A HOME EXCHANGE ADMINISTRATION BUILDING WEIGH STATION m i STREET LIGHT STANDARD GROUNDING CONDUCTOR. PIGTAIL SOCKET AND 2.5 AMP PLUG NOT TO SCALE NOT TO SCALE m FUSE ON EACH HOT LEG 0 O AS REQUIRED FOR 16' MOUNTING HEIGHT c I I-1 1—=I I I—_ -11-I I—_r= =i ill—ill=!11=11 za" a. a: _ —i!I-111 DATE BY DESCRIPTION APPROV.BY � PRECAST CONCRETE FOUNDATION .4 ,a. (2) 1-1/2 IN DIA. CONDUIT BENDS REVISIONS 12"' TOWN OF SOUTHOLD f.t� ROADWAY / PARKING PAVEMENT °' 1.4 x 1.4 WELDED WIRE MESH SUFF COUNTY,NEW YORK 16" G G PRECAST CONCRETE FOUNDATION 6� 1"RADIUS L'K&A SOMOLD LANDFILL, ''` a .a. e• ANCHOR BOLTS AS PER SPECIFICATION (TRANSFER STATION&RESIDENTIAL.DROPOFF DESIGN) E A 0 CON OLKCRETE CURB T— ° ° 3,000 PSI CONCRETE 20•• ELECTRIC DETAILS 12� <a "A ii\y \ \ \ \ \ 4 0 \ L.K.YcLE"ASSOCIATES,P.C. �Qy CONSULTING ENGINEERS \\� \\ \\/ / �\ C20N BARS 437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YOM 0 PROPOSED LIGHT POLE DETAIL LIGHT POLE FOUNDATION DETAIL Designed By:EPA Scale:AS NOTED Dwg.NN. v (NOT TO SCALE) GENERATOR SLAB DETAIL AROUND PERIMETER (NOT TO SCALE) N.T.S. Drawn By:EPA Date'Feb.2005 LI_C] A roved B :JFC/CFD File No 04050.000 PJ 3 ELECTRIC CONDUIT PITLESS ADAPTER MECHANICAL HOSE REEL WITH 200' GRADE TO BE SLOPED ENCLOSURE BOX INSTALLED TO GRADE OF HOSE AND I}"HOSE AWAY FROM WELL mZ OPERATIONS AND 2 FLEXIBLE UHMW HOSE nz 6"BOLLARDS SEE .� mZ �g TYPICAL DETAIL MAINTENANCE SHOP NON-FREEZING POST HYDRANT AS 3" DIA. GALVANIZED STEEL PER SPECIFICATION DROP PIPE WITH CHECK VALVE AT TOP OF WELL MECHANICAL HOSE REEL WITH 200' GROUND LINE OF HOSE AND 121"HOSE CON CRETESIpB FIELD FABRICATED STEEL REEL O ' STAND BY CONTRACTOR DUCTILE PIPE i a a ECLIPSE 2"POST INLET 3" DUCTILE IRON PIPE FROM HYDRANT 2"FLEXIBLE UHMW HOSE HYDRANT(SPECIFY XTHRU FOUNDATION WALL O i DEPTH T(SPRY) UNDISTURBED NEMA 3R PUMP STARTER WITH EARTH MANUAL THROW,MOUNTED 60"AFF CONCRETE PVC LINE FROM WELL CRUSHED ROCK sr�r¢w�rtn uvEi nEa1 vE r E HOLE NON-FREEZING POST HYDRANT AS SHOP BLIOCKNG ANNURUST ILUSGAROUND WEROUT IN LL CASING PER SPECIFICATION EL. 49.00' PROPOSED HYDRANT&HOSE REEL DUCTILE IRON PIPE FROM HYDRANT I NTS T THRU FOUNDATION WALL o6" DIA. STEEL WELL CASING HYDRANT NOTES p : O E` I+ 1. Hydrants shall be self—draining, non—freezing, compression M f _ / type with 2-3/16" main valve opening. ^ H 1 _ l 2. Inlet connection shall be 3" o SUBMERSIBLE WELL 3. Outlet shall be 2" IP or NST). a PUMP — 7.5 HORSE POWER I ' 4. Hydrants shall have a 3" ductile iron��---'--- y pipe riser with a = I 5, cast iron stock top, and non—turning operating rod. FINE SAND SEAL S. Principal interior operating parts shall be brass and 1 _ __ removable from the hydrant for servicing without excavating < _ — the hydrant. I 18.0 --_ 6. Hydrants shall be set in 4 cubic feet of crushed stone to allow for proper drainage of the hydrant. GRAVEL PACK 7. Recommendations of the AWWA should be followed when I installing the hydrants. #1 MORIE SAND 1 1 8. Post hydrants shall be Eclipse No. 2 Post Hydrants as �(TO BE FIELD VERIFIED) 1 2.8 manufactured by John C. Kupferle Foundry Company, St. Louis, 1 MO. or approved equal. 1 6" DIA. X 6' ^' PVC RISER 1 ` V I I 6" DIA. X 20' PVC LINE FROM WELL (TO SLOTTED ELDNVER VERIFIED)LESS EL SCREEN I I ' SITE PLAN I 6"DIA. X 2' SCALE: 1 " = 4' PVC SUMP N WELL NOTES PROPOSED FIRE WELL DETAIL 1. Size and capacity of wells, storage facilities and piping. SCALE: N.TS A. Minimum yield of 5 gpm or a yield equivalent to the design sewage flow divided by 144, whichever is greater. B. Minimum capacity storage tank of 82 gallons or ten times the proposed yield, whichever is greater. C Minimum length well screen of 3 feet D Pitless adapters or units certified by NSF or Water Systems Council must be used on all wells (except suction—lift stations; see Section 8 Pumping Eauioment in SCDHS "Standards and Procedures for Private Water Systems") E. Watertight sanitary well seals or caps must be used at the tops of casings or pitless units, which must be at least 18 inches above grade. F Pumps must be equipped with a pressure switch that is set to operate at a minimum pressure of 20 psi with a 20 psi differential. G. The pump shall be rated for a maximum capacity of 44 gpm 2. Types of materials used for water supply components. DATE BY DESCRIPTION APPROV.BY REVISIONS A. Casings must be made of standard weight stainless steel, block, or galvanized steel, or plastic meeting standards of the Notional Sanitation Foundation (NSF) and American Society for Testing and Materials (ASTM).B. Well screens must be constructed of non—corrosive materials, stainless steel is preferred TOWN OF SOUTHOLD �'�/".` SUFFOLK COUNTY,NEW YORK 3. Specific locations of well and details of external piping arrangements. Lateral lines between the well and building must have an inside diameter of at least 075 inches, must be firmly attached to the well casing, and must meet the following SOUTHO LANDFILL additional requirements: (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) A. Deoth entire length must be installed at the bottom of a trench at least 54 inches below final grade to protect against freezing. e. Material must be constructed of type "K" copper or high density plastic (clearly marked as ASTM rated at least 160 psi and NSF approved for potable water supplies). FIRE WELL PLAN C. Separation must be located at least 10 feet horizontally from any sewer line, leaching pool or dry well. 4. Estimated well depth (subject to actual field conditions and water L.K.MCLEANASSOCL4TES,P.C. P ( 1 quality testing). The top (not the bottom) of the well screen must be at least 40 feet below the water table. CONSULTING ENGINEERS 5. There ore no potential sources of sanitary contamination within 150 feet or drainage structures within 50 feet of the 437 S0.COUNTRY ROAD,BROOKHAVEN,NEW YORK 9 proposed well This includes all neighboring properties within a 150 feet radius of the well for sanitary contamination, and 50 feet for drainage structures and fuel storage tanks Designed By.EPA Scale:AS NOTED Dwg.No. 6. If treatment is needed, the details are to be submitted with final approved documents; i.e., well driller's certification and laboratory test results. Drawn By.EPA Date:Feb.2005 Approved By.JFC File No.04050 000 FW-1 SITE DATA: SCTM No: 1000-096-01-17.3 ♦ �0 Zoning: LI - Light Industrial Area of site: 60.9 acres lot Existing Bldgs. to Remain: 1,480 SF / *1b 10' °`� ,0, Administration= 770 SF Scalehouse= 180 SF Employee trailer= 530 SF SITE ✓' ;� .►w� ♦ `�.♦ Prop. Bldg. Area: 17,900 SF 3 � O&M Shop= 2,400 SF " ,M&,, 40 1 Tipping Floor = 15,500 SF or Total Bldg. Areas: 19,380 SF ;; �,(+ �� ��►`' ♦ Pavements: Exist: 122,000 SF Prop: 5,200 SF SITE LOCATION MAP Landscape areas: Exist: 142,000 SF Prop: 38,000 SF Private wells exist within 150' of the property line. t No waters/wetlands within 300' of property. 16W ., 1000-0 96-01 00-1 7 300 ♦ I yurr # 60.9 Acres J.- - �� ty � � 1000-96-01-2c I PRIVATE WELL �.. raa•oem iw•_�, - • i NOTE:THE PROPERTY OWNER HAS INSTALLED A WELL wffmy FOR IRRIGATIONNEHICLE MAINTENANCE AND HAS PLANS $yFrEM ' ' TO CONNECT TO THE WATER MAIN ON CR48 FOR DRINKING PRIVATE WE WATER. THE WELL IS NOT FOR POTABLE WATER,THE 1000-96-0-19.1 /\ • I i � MINIMUM SET BACK REQUIREMENTS WERE NOT SHOWN. • m„ynaa.,u•Me 1000-96-01-1 / t�PRIVAT Li( OVERALL SITE PLAN ` ' = r PRIVATE LL 4 SCALE: I " 2 O O' 1000-96-01-18. yy.. .0 �. SITE PLAN e `c ` SCALE: 1 ' 80' REFERENCE NO. C10-05-0005 3/22/2005 EPA SCDHS COMMENTS 3/16/2005 JFC DATE BY DESCRIPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD MAMASUFFOLK COUNTY,NEW YORK SOUTHOLD LANDFILL GENERAL NOTES: PERMIT PENDING (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) I- WHERE SANITARY SYSTEM IS TO BE INSTALLED, ALL UNSUITABLE MATERIAL SHALL PROPOSED SANITARY SITEPLAN BE REMOVED AND THOSE AREAS BACK FILLED WITH SUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. USE FORBIDDING L.K.MCLEAN ASSOCIATES,P.C. 2. THE MINIMUM DISTANCE BETWEEN SANITARY AND STORM DRAINAGE STRUCTURES IS 20'; CONSULTING ENGINEERS HE MINIMUM DISTANCE BETWEEN WATER LINE AND SEPTIC STRUCTURES IS 10'; 437 SO.COUNTRY ROAD.BROOKRAVEN,NEV YORK THE MINIMUM DISTANCE BETWEEN WATER LINE AND STORM DRAINAGE STRUCTURES IS 10'. Designed By:EPA Scale AS NOTED I Dwg.No. THE MIN. DISTANCE BETWEEN WATER & UNDERGROUND ELECTRIC/TELEPHONE LINES IS 10'. SUFFOLK COUNTY DEPT. OF HEALTH SERVICES Drawn By:EPA Date:JANUARY 2005 S_ 1 Approved By.JFC File No.04050.000 o � 11 / PROOSED SANITARY x N o )'- POMEM SYST N No O 3 y/2W � U{'Yh yo ii' PROPOSED -1� �8 yB, TRANSFE R ST 3 SANITARY I , 52 ,�— ° 9 I TIPPING FLO SON wAST „ s4, ` , o LO OR E ROPOSL � _ �y o� AD NG ARE D � VALVE WI SYSTEM NO 1 _ o;s, PROPOSED BLOW-OF T NOT I A FOR AL VALVE HIS 1" DIAMETER WATER 8 _ �� ��� HYDRANT-SEE DETAI No DRA A CONTAIN 50 SERVICE BROUGHT TO �ti STRu S, LEACHING BUILDING FOOTPRINT - °'�� PREP' CT uRES' FOHING 41 / l / ` " " �: CD CIL'ITIES REST ' SA IT Y T s� i WITH 10'COIL FOR . ��._,c - ti� VEREp AREA—I" PR H E,r�3 PLUMBING CONTRACTOR UTTER TO PREVEIS OPpSED �` �}�,, ' S CONT VECTOR NT SAN17-A y TO FINISH PLUMBING 4 33' ,� `tl i'l� EACHATE COL AND SYS'EMN0. ���� CONNECTIONS SANITARY — O PP#OSED WATER s6o ENERATION OPERATIONS AND / TEST — ''' SANITARY SERVICE LINE MAINTENANCE HOLE - 1 TEST 2.aooASF l' PROPOSED PROPOSED WATER HOLE-,2 i / FFE=49.0 K /w 'CAM SERVICE LINE i SER WITH PL PROPOSED BLOW-OFF D 1 50' P OPT ATE z HYDRANT-SEE DETAILS RV Ill 1"TEE TO WATER /1 SERVICE T SERVICE -TYPICAL r ,sLz 1, o 4" DIAMETE NO. 1 — SCALE HOUSE SEPTIC SYSTEM N0. 2 — ADMINISTRATION BUILDING SEPTIC NO. 3 — 0&M BUILDING SEPTIC 900 GALLON SYSTEM — 900 GALLON SYSTEM — 900 GALLON SCALE: 1 " = 20' SCALE: 1 " = 20' SCALE: 1 " = 20' 0 05' MIXED SAND AND LOAM 0 0 -_ ASPHALT . MIXED SAND AND LOAM BROWN SILTY SAND(SM) 3' z BROWN SILT(ML) MIXED SAND AND LOAM 3.5' ---- PALE BROWN SAND WITH 0%GRAVEO(SW)E PERMIT PENDING 6' ---- PALE BROWN FINE TO COARSE USE FORBIDDING SAND WITH 5%GRAVEL(SW) PALE BROWN FINE TO PALE BROWN FINE TO COARSE SAND(SW) COARSE SAND(SW) SUFFOLK COUNTY DEPT. OF HEALTH SERVICES REFERENCE NO. CIO-05-0005 �3/22/2005 EPA SCDHS COMMENTS 3/16/2005 JFC DATE BY DESCRIPTION APPROV.BY 1 T 17' 17' REVISIONS NOTE:NO WATER ENCOUNTERED NOTE: NO WATER ENCOUNTERED NOTE:NO WATER ENCOUNTERED TOWN OF SOUTHOLD M.".` SUFFOLK COUNTY,NEW YORK NOTE: NOTE: NOTE: SOUTHOLD LANDFILL THE TEST HOLE WAS PERFORMED BY McDONALD THE TEST HOLE WAS PERFORMED BY McDONALD THE TEST HOLE WAS PERFORMED BY McDONALD (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) GEOSCIENCE OF SOUTHOLD ON JANUARY 20, GEOSCIENCE OF SOUTHOLD ON JANUARY 20, GEOSCIENCE OF SOUTHOLD ON JANUARY 20, PROPOSED SANITARY SYSTEMS 2005. 2005. 2005. L.K.McLFAN ASSOCIATES,P.C. SANITARYTEST HOLE 1 SANITARY TEST HOLE 2 SANITARY TEST HOLE 3 COUNTRY ROAD,437 SO.COUNTRY ROAD,BROOKHAVEN.NEW YORK NOT TO SCALE NOT TO SCALE NOT TO SCALE Designed By EPA Scale:AS NOTED Dwg No Drawn By:EPA Date:JANUARY 2005 S —21 Approved By:JFC File No.04050.000 RELOCATED ADMIT RATION BUILDING SEWAGE DISPOSA STEM DESIGN-NON MEDICAL OFFICE SF BUILDINGS FIRST FLOOR ELEVATIONS: N0.1 - SCALEHOUSE=57.2 Septic Tank NO.2 - ADMINISTATION=59.8 _ N0.3 - 0&M BUILDING=49.0 Required: 770 SF x 0.06 GPD/SF x 2 Day Flow= 92 GPD GRADE ELEVATIONS: NO.1 - SCALEHOUSE=53.9 TRAFFIC BEARING CAST IRON FRAME AND COVER Provide: 1 an 900 Gallon Circular Septic Tank= 900 GPD NO.2 - ADMINISTATION=57.1 H-20 TRAFFIC BEARING FINISHED GRADE MANUFACTURED BY CAMBELL PATTERN No. TYPE A 1502 p NO.3 - 0&M ILDING=49.0 CAST IRON FRAME AND COVERS OR EQUIVALENT AND SET TO GRADE BUILDING OUTLET ELEVATIONS: - 8" THICK x 10' DIAMETER 4" 12" MINIMUM Leaching Pool [-� NOA -SCALEHOUSE=52.4 6" MIN., H-20 TRAFFIC TRAFFIC BEARING SLAB O�NO.3-0&M NIST BUILDING=a7.5 4" 1 MAX;; 4" BEARING SLAB 24" MAXIMUM Required: 46 GPD/ 1.5 GPD/SF= 31 SF, USE MINIMUM 300 SF OUTLET INVERT ELEVATIONS: d' DIA. CAST IRON CLASS 2600 No.1 -SLALEHOUSE=51.8 I^I 0 20= L� �8" MIN. N0.2-ADMINISTATION=54.8 y - I I PIPE PITCHED MIN. 1/4" PER FOOT ; N0.3-O&M BUILDING=46.7 '�'w' INLET INVERT ELEVATIONS: OUTLET INVERT ELEVATIONS: Provide: (1) 10'-0" Diameter 10'-0" High Precast Concrete Sanitary Rings NO.1 -SCALEHOUSE=52.4 1 " N0.1 -SCALEMOUSE=51.9 MIN. 4" DIA. SCHEDULE. 80 PVC PIPE 00 0 37 (10'Diameter Precast)31.4 SF/VLF x 10'-0"VLF=314 SF N0.2-ADMINISTATION=55.4 6" No:2-AD - PITCHED MINIMUM 1/8" PER FOOT o TYp NO.3-0&M BUILDING=47.3 FLOW LINE NO.3-0&M BUILDING=46.8 3'-0- c- r o c MIN. 4" DIA. SCHEDULE. 80 PVC PIPE 10.-0" w > Future Expansion PITCHED MINIMUM 1/8" PER FOOT >. I i W s 1 BACKFILL MATERIAL - Required 50%of leaching capacity a CLEAN SAND AND o o Provide: (1) 10'-0" Diameter 10'-0" High Precast Concrete Sanitary Rings TEE-Ito PVC 6 LLBODIA. c o GRAVEL 3^f TYP. W 1p ONE PER DISTRIBUTION LINE 14" MIN. c •8� DIAMETER RELOCATED SCALE HOUSE It INLET O O OUTLET T SECTION A - A L y 2'MINIMUM SEWAGE DISPOSAL SYSTEM DESIGN -NON MEDICAL OFFICE SPACE F LEACHING N TABLE A O SUITABLE A S.C.D.H.S. APPROVED Septic Tank NOTES: LEACHING POOL Required: 180 SF x 0.06 GPD/SF x 2 Day Flow=22 GPD 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. ® 28 DAYS. (NOT TO SCALE) 2. FRAME & COVER SHALL BE CAMPBELL FOUNDRY CO. PATTERN NO. 1502 OR APPROVED EQUAL. Provide: (1)900 Gallon Circular Septic Tank=900 GPD PLAN 3. PROVIDE BRICK AND MORTAR CHIMNEY AS REQUIRED. (MINIMUM 3" THICK) Leaching Pool Required: 11 GPD/ 1.5 GPD/SF=8 SF, USE MINIMUM 300 SF PROPOSED 900 GALLON SANITARY SYSTEM DETAILS Provide: (1) 10'-0" Diameter x 10'-0" High Precast Concrete Sanitary Rings TYPICAL OF 3 SYSTEMS (10' Diameter Precast)31.4 SF/VLF x 10'-0"VLF =314 SF Future Expansion Required 5 %(1)of leaching capacity ALLOWABLE SITE SANITARY FLOW Provide: (1) 10'-0"Diameter 10'-0" High Precast Concrete Sanitary Rings Groundwater Management Zone: IV 600 GPD/AC x 60.9 AC = 36,540 GPD OPERATIONS&MAINTENANCE AREA Allowable flow for site in accordance with NYSDEC requirements, SEWAGE DISPOSAL SYSTEM DESIGN -GENERAL INDUSTRIAL SPACE q 1 Septic Tank the maximum site flow shall be = 30,000 GPD Required: 2,400 SF x 0.04 GPD/SF x 2 Day Flow= 192 GPD Provide: (1)900 Gallon Circular Septic Tank=900 GPD AVAILABLE CAPACITY FOR EXISTING SYSTEMS AND FUTURE EXPANSION Leaching Pool 30,000 GPD - 370 GPD = 29,630 GPD Required: 96 GPD/ 1.5 GPD/SF=64 SF, USE MINIMUM 300 SF Provide: (1) 10'-0" Diameter 10'-0" High Precast Concrete Sanitary Rings EXISTING SANITARY SYSTEMS (10' Diameter Precast)31.4 SF/VLF x 10'-0"VLF=314 SF Existing Breakroom Trailer to Remain PERMIT PENDING Bathroom only for 30 employees SHOP FABRICATED FRAME&5/16- O'-0' USE FORBIDDING Future Expansion CHECKERED STEEL COVER PLATE M'ITH UFT HOLES F.A.I. Required50O of leaching capacity SIZED TO FIT IN IN CONCRETE SHE D ^D-D - HOUSE TRAP IN Provide: (1) 10'-0" Diameter x 10'-0" High Precast Concrete Sanitary Rings C EW OU S E%ENDED CONCRETE PR - AS REQUIRED ------ -- -� PR00DE PRONDE➢-rr SUFFOLK COUNTY DEPT. OF HEALTH SERVICES ROOK 3 SLEEVE SHELF IN CONCRETE REFERENCE NO. CIO-05-0005 EXISTING SANITARY SYSTEM FOR EMPLOYEES TRAILER ------_ RffFOUNOATION GRADE 3/22/2005 EPA SCDHS COMMENTS 3/16/2005 JFC HOUSEDRNN C'Eµ OAS I APPROVEDDATE BY DESCRIPTION APPROV.HY -GENERAL OFFICE SPACE 9MTo RrrRT M� REVISIONS FLOW 3'-0' Septic TankATOWN OF SOUTHOLD Required: 530 SF x 0.06 GPD/SF x 2 Day Flow=64 GPD t �'�/".` SUFFOLK COUNTY,NEW YORK --- D CONCRETE SOUTHOLD LANDFILL Leaching Pool _ _ _- _ 6".122' ONTINricU (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) Required: 32 GPD/1.5 GPD/SF=22 SF, USE MINIMUM 300 SF SANITARY DETAILS PLAN SECTION A - A L.K.MCLEANASSOCIATES,P.C. CONSULTING ENGINEERS 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK TOTAL PROPOSED DESIGN SEWAGE FLOW RATES =92+22+ 192 +64=370 GPD Designed By.EPA Scale AS NOTED Dwe N, TYPICAL EXTERIOR HOUSE TRAP PIT & FRESH AIR INLET Drawn By EPA Date JANUARY 200 (Nor To SCALE) S-3 Approved By:JFC File No.04050.000 RIM EL PROPOSED , p SANITAR SYSTEM N I , w 5• � o - 4b PROPOSED BLOW-OFF HYDRANT-SEE DETAILS , 111 O 0' 4 V �\ EL RW ' ' ' ti ' ass. 1000-96-01-20,1 w N� -I850 .5300 O _ I\\ w � PRilf WATER S6 C�� 0 ti hy. �� 1 , SAN ARY SERV)dE LINE 4 0- w„ 1"TEE TO WATER TE �`0 :'4 n' SERVICE-TYPICAL 1 H E-2 PROPOSED • = • ' /� % c' SANITARY 51 150' 6 SYSTEM NO. 1 _ 1"DIAMETER WATER 7' • SERVICE BROUGHT TO \ FOOTPRINT WITH P R I VAT E WELL WITH 10'C COIL FOR - �;� "II c PLUMBING CONTRACTOR TO FINISH PLUMBING CONNECTIONS SANITARY — I 1000-9 6-01-19,1 TEST HOLE-1 i � 1"SERVICE TAP-SEE tib PROPOSED WATER DETAIL THIS SHEET SERVICE LINE 7 3i ?� RANSFER S PROPOSED BLOW-OFF T'PPrNG STATION WA / HYDRANT-SEE DETAILS LOADING STE oPOSED CURB STOP N ADIIyC AREq ND ALVE YyRH4'COIL OF 1'PIPE 60.s THIS �+G: :FOR FUTURE EXTENSION �. 1"TEE TO WATER � . SERVICE-TYPICAL R INS CONTAINS g. 50' �� " PREP CTUIpES CHINO 41 �1 coy RESTFR00 �y.�_ alF.y 1 UTI'R TO PREVE,7_ PROPp AREA IS gED H 3 .4e oo it tEACFCIq E ROB AND NT S�SrEM NO „ � •-V 0 I CE ERATI 3 ^ GATE VALVE WITH VALVE BOX- ir = N OH•I OPERATIONS AND '�'� MAINTENANCE " (TYPICAL) 68- _ 1,"Q0-96-01-18.3 5 �� '� PROPOSED 4"CURB STOP 2.�FFFE_w o /„ IAMETER WATER SER COORDINATE HOOKUP P R I VAT L L "2,� D ° / ', • r�� �� WITH PL ING CONTRACTOR m I; OP ED YE RV g LI EL. A 1"SERVICE TAP-SEE DETAIL THIS ET PRIVATE WELL 4"DIAMETER BLUE BRUTE WATERMAIN-SEE TE 13 PROPOSED 4• RTE WA '�, T' 1"SERVICE TAP-SEE DETAIL THIS SHEET D 4"CU STOP VALVE , PTIC -" 1000-96-01-18,2 PERMIT PENDING emu . 1"DIAMETER WATER SERVICE BROUGHT RPZ DEVICE- DETAIL USE FORBIDDING .NOTE 11 �� -46'0 � ;" � � TO BUILDING FOOTPRINT WITH 10'COIL THIS SHEET NOTE 12 FOR PLUMBING CONTRACTOR TO FINISH PLUMBING CONNECTIONS EAST EDGE F RPZ i" \``�'` t•k. \22� SLAB TO 8'FROM PROPER LINE 6 \ SUFFOLK COUNTY DEPT. OF HEALTH SERVICES REFERENCE NO.C10-O5-0005 SCWA WATER METER 3/22/2005 EPA SCDNS COMMENTS 3/18/0005 JFC DATE BY DESCRIPTION APPROV.BY ^. -42 W \` V `^T ', ELECTRIC SUPPLY FOR REVISIONS •�\ z 1 ii INSULATED ENCLOSURE E` TOWN OF SOUTHOLD HEATING-SEE ELECTRICAL SUFFOLK COUNTY,NEW YORK DRAWINGS FOR CONTINUATION LINK ` SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) PROPOSED WATER DISTRIBUTION .4aoo �J 0 // L K.McLEANASSOCIATES,P.C. . � DISTRIBUTION CONSULTING ENGINEERSPROPOSED WATER �Vc EY a 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK — Designed By EPA Scale:AS NOTED Deg.No. S C A �s 3 Q © Dram By:EPA Date:JANUARY 2005 C Approved By:JFC FU,No 04050.000 J �'f' THRUST BLOCK SCHEDULE MINIMUM SQUARE FEET BEARING AREA ON SOIL FOR THRUST BLOCK HINGE SIDE OF BOX 27• PIPE SIZE TEES,CAPS,&PLUGS 90'BENDS 45'BENDS 22.5°BENDS E NOTE 8'OR LESS 2 3 1 1/2 3/4 TYP 22 5° � 13' 9 S �ITI�� CONIC. `I p-F _i NE. . I,,: GROUND 30"MIN. 1.ALL THRUST BLOCKING TO EXTEND TO UNDISTURBED EARTH OR ROCK WITH BEND CLEARANCE MIN.BEARING AREA AS SPECIFIED IN SCHEDULE BELOW. .•c},, WHEN OPEN 2.ALL THRUST BLOCKS TRANSIT MIXED 2500 PSI CONCRETE. -I I' -Ir �lPTM�BDORh TYP.PLUG TYP.90° - TYP.45° I' 19.5/8• OR CAP BEND TYP.TEE BEND -�ly ' ORTH UST Fi1RTN- F- OR THRUST POCK "�.�CRUBHED ROCK 3.11/18' •,✓K• 3-11HB' i I_-cI i...,i=1 l .I-:-1 �:--_--i=rlc- f t _.'===ui ::.,• .-:, / 1-F - CONIC. VIEW TYP.CONCRETE __.--- y.•'� `- 4.NU IN ET '"• THRUSTBLOCK --------�- - ---------------`-----" HOT BOX - MODEL HB1T RPZ FEBCO MODEL -.. T 860 - I,. TIT= I T- _; _ i Win_ TYPICAL BLOW-OFF HYDRANT REAR LID SEAM) / i it NOT TO SCALE 8'x 8"x 24'L. - ' i BLOW-OFFS SHALL BE NON-FREEZING,SELF DRAINING TYPE WITH 35' CCA TREATED LUMBER A 54"BURY.BLOW-OFFS WILL BE FURNISHED WITH A 4' C.L.D.I.CLASS 250 MJ INLET,A NON-TURNING OPERATING ROD AND SHALL OPEN TO THE ILI 30' MECH.JOINT FITTING LEFT.ALL OF THE WORKING PARTS SHALL BE OF BRONZE-TO-BRONZE FRONT UD MIN. WITH RETAINER GLAND DESIGN,AND BE SERVICEABLE FROM ABOVE GRADE WITH NO DIGGING. SEAM 18'MIN. PVC GASKET UNITS SHALL OPERATE WITH A STANDARD 2"GATE VALVE WRENCH. WATER MAIN WHEN OPEN,VALVE SHALL BE 100%UNOBSTRUCTED AND DRAIN HOLE TYPICAL THRUST BLOCK DETAIL (ITEM Z) SHALL BE COVERED.THE OUTLET SHALL BE 4"FIP WITH PLUG AND CONIC. SLAB - 4" THICK NOT TO SCALE EXTEND A MINIMUM OF 12-ABOVE THE GROUND,AS MANUFACTURED BY KUPFERLE FOUNDRY CO.,ST.LOUIS,MO.MODEL#7500,OR APPROVED EQUAL. ELEVATION VIEW CL RPZ DEVICE DETAILS SEE NOTE 12 TYPICAL UTILITY TRENCH 30"MAX. .. s FEBCO PROPOSED RPZ RPZ WITH BALL VALVES 1 PROPOSED ELECTRIC ROPOSED TELEPHONE HOT BOX HEATED ENCLOSURE MODEL NOTES TYPICAL SCWA WATER METER AND HB1T. SEE ELECTRICAL DRAWINGS PROPOSED COMMUNICATIONS 1.BaPkmw prevention device shall De famished vnm adequate suppore_ METER VAULT. METER VAULT TO FOR POWER CONNECTION LWATER/FIRE MAINS zGr ,tyd,,mshfib dasgnadfortnagmatestdiwhmgaposelble. Drabs shall-1besugedb fioodmgand shall be saeenea at BE FURNISHED BY SCWA. WATER SERVICE Dom ends. 3.The discharge e,Ws of gravity drams shall be Msible sum that they can be me d daily. 4.Nr geP separations seen be as shown. F. TYPICAL UTILITY TRENCH 5 Ba Mow prevention devices mall ndmsagedm sea gm oodmg. 6.In m rase shall ma instal n PI beddbw prevention tlevioas indude unprotected bypass pipng.Cbsetl valves Pn me bypass piping do rot constitute Pmbctbn. NOT TO SCALE '.AllvalvessnarlopenwuntercbcNww 9.Escludi,g me warm mebr,'I'pilling shenbe,mbrendlad and unreetnded fiom the water maw,to me ba&Iow orevamion device. EXISTING � EXISTING 9.The Irwtalblion shall De Performed by a licensetl Plumber. GRADE to.NP lead adder Shan m used W the insmnation. GRADE 77.Toe water tlistnd shall have unreatrictatl eases to ell water meters and beddlow prevention tleNces. � 12.Backfiow prevention tlavlces must be tested annuaNy Dy a Naw Yak State certified tester. 13.Test repods meal be submKted tP bhIh the water dtsw,d ahs me apProPlure County DePadawnt of He Ith. 74.All instillations shell mMonn m Dom the water tlislncCs rubs entl ragubtions,plumbing cotles,aM New YOM1 State Health = Department regulatbns. N 15.tay6ow shn are aPpmumate.Adiusbnen may De required b satisfy field contlitiona.All etllustments Shan ba suDpd m me approval of 9,e water dieNct. 1T.6.Minimum dearanma shall be rh i tainetl.The installer shell submit a oetalog of spare pmts b me owner. N 7 unless Backfiow revention pP,ed ny snows,valves shall Da bau valves m resnient weege gab valves.All vaves shah have long stems. 1B. tlav ices shown a spedflM are presented as a guitle. Equipment may ne mmishea frommm any manufacturer TO FACILITIES`\ tleemad aaepb m ble by a water disbict. ` 4" DIA. iN.unbaa anarwise soled,water linen mall be instaNee wm,aminimum ceveror 6-0•. S.C.W.A. WATER 1" DIA. "K" INSTALL NECESSARY BLUE AtA:NAlNI01I6 TAB MAIN APPROX. LOC. COPPER PIPE FITTINGS FOR CONNECTION BRUTE WMAX.OYPK•K1 TO 4" BLUE BRUTE PIPE THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CORPORATxxf STOP b NOTE: ALL VALVES, BENDS AND FURNISHING AND INSTALLING PIPING, RPZ, VALVES, AND CONPER SERVICE LINE CONNECTIONS FROM SCWA MAIN TO SITE WATER MAIN FITTINGS TO BE PER THE LATEST NNIMUM BURIAL 57• ;CAVATEBBACKFlLL RPZ AND METER DETAIL (NTS) EX HVATTAeLE AWWA AND SCWA STANDARDS. CURa.TOP } ko.lLE DMATERML AO.B.E COMPACT SEE NC-E 72 Z_/�-•�• BACKFNL N T uFTs. PROPOSED WATER MAIN NOTES 1'-REMOVE uNsvrtAeLE 1.WATER MAIN PIPE TO BE BLUE BRUTE PIPE,CLASS ISO AS MANUFACTURED BY IPEX INC.OR APPROVED EQUAL.PIPE SHALL sTANtFss STEEL sElmcE sAGDtF MATeRML IF MEET AW WA STANDARD C900 AND ASTM STANDARD D2241-89.PVC PIPE SHALL BEAR THE APPROVAL OF THE NATIONAL ENCOUNTERED TE TOA-Y SHEETING SANITATION FOUNDATION. PVC WATER MAIN AS PER O.SA A. WIERE ND GRWNO WATER EA4T9 REQUIREMENTS 2.ALL FTTINGS SHALL BE BLUE BRUTE AW WA C907 AS MANUFACTURED BY IPEX INC.OR APPROVED EQUAL. TYPICAL WATER SERVICE-2"OR SMALLER WATER MAIN EXCAVATION DETAILS 3.ALL MATERIALS SHALL BE NEW.NO USED MATERIALS SHALL BE INCORPORATED INTO THE WORK REFERENCE NO. C10-05-0005 NITS Nrs 3/22/2006 EPA SCDHS COMMENTS 3/16/2005 JFC 4.PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS,AW WA MANUAL M23 AND THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. DATE BY DESCRIPTION APPROV.BY GROUND SURFACE 5,A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE.BACKFILL MATERIAL REVISIONS l I SHALL BE TAMPED IN 6'LAYERS.STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6'BELOW THE BOTTOM OF THE PIPE. TOWN OF SOUTHOLD ey, FULL RNAIN CRCSNNIONAT PRESSI PIPE �'�/"/` �OLK CO�,�VORK }j WATER MAN GRossING sEwER PIPE 6.MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. 1 SEWER LINE 7.ALL TEES,BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION BLOCKING OR TIE RODS TO PREVENT MOVEMENT. SOUTHOLD LANDFILL PERMIT PENDING (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) iW MINIMUM 8.ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST 10 MIN. iDgT PREFERRED DRAINAGE OwA163 WJN EDmaNI OF Awwn sTANOARO cfioo. WATER SYSTEM DETAILS STRUCTURE MIN. MT I�NTNE 1C MINIMUM 9.WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWM/A STANDARD C-857.86 OR THE LATEST REVISION. 1 WEB Sal UNE 10.BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS USE FOR BIDDING L.K.McLEAN ASSOCIATES,P.C. SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES.GENERALLY,A BACTERIOLOGICAL SAMPLE IS CONSULTING ENGINEERS SEWER LINE SEPARATION SECTION REQUIRED FOR EVERY I,ODO LINEAR FEET OF WATER MAIN OR PORTION THEREOF 437 S0.COUNTRY ROAD, ENGINEER NEW YORK - xrs SANITARY_&.STORM SEWER CROSSINGS Nrs 11.WHERE WATER MAIN IS IN CONFLICT WITH STORM SEWER LINES.WATER MAN SHALL BE LOWERED TO PROVIDE THE REQUIRED CLEARANCE. wg Designed By:EPA Scale:AS NOTED D .No SUFFOLK COUNTY DEPT. OF HEALTH SERVICES Drawn By:EPA Date.JANUARY 2005 IS-5 Approved By:JFC File No 04050.000 r � +� [SCDHS SITE No. 10-0184 OUTHOLD TOWN TRANSFER STATION p OUNTY ROAD 48 MAIN ROAD), CUTCHOGUE, NY 11935 $ SCTM Nos. 1000-096-01-2.0 & 17.3 `Oct TANK SCDHS VOLUME (GAL.) TANK SCDHS STATUS/ NO. LOCATION CONTENTS CONSTRUCTION COMMENTS NOTES ---- ---- ---- ----- — SITE a 1 2 Above Out 275 Waste Oil S.W. Plain Steel Installed 1995 — o Fp 3 Above Out 275 Waste Oil S.W. Plain Steel Installed 1995 — �o ` 4 Above Out 1,265 Drum Storage Dike shed area Installed 1996 �+° -----— � �A Fi,+'"s� •'��'`r o Cd1 LANE q9.3'47D£) — -- �P KEY MAP �. SCALE: 1" = 1,000' T li �'l!!..r/�,� ��r l�1',,r' _, _`` - �`1, ! • N :1{1��1/�l!� 1111'�lll1 /1•� ' r{i. ' I ,I� I1 OIL ROPOSED \i, STAIRS 1 ! ' , ! s• WITH PLATFORM ._ l L PRECAST CONC. BLOCK RETAINING WALL PROVIDED , t O S. Y C9'4 BY OWNER) _, PROPOSED 500 GALLON WASTE 9� AO� T�Q _ _ _ _ - :/ OIL TANK AS MANUFACTURED BY GALLON DIESEL FUEL TANK AS AREO—POWER UNITIZED FUELER, x�. MANUFACTURED BY AREO—POWER FUELER - ,- �;_—�— _ -- - INC. s 33 ON EX. CONCRETE SLAB WITH CONCRETE _ q 5. FILLED STEEL BOLLARDS/ WASTE OIL PLAN ss o s' SCALE: 1' = 10' 7 "e F� I1100 -, ilfi `' x.' _�- - f PERMIT PENDING USE FOR BIDDING y aE 4S, - — —" -3 — - SUFFOLK COUNTY DEPT. OF HEALTH SERVICES r Q -` 3-1-05 LMY AS PER SOUTHOLD TOWN SOLID WASTE DIRECTOR CFD 01 --� DATE BY DESCRIPTION APPROV.BY 0961 REVISIONS i' c� TOWN OF SOUTHOLD / I —\ f G 1�.". UFFOLK COUNTY,NEW YORK <_ S SOUTHOLD LANDFILL (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) PROPOSED TANK PLAN L.K.McLEANASSOCIATES,P.C. CONSULTING ENGINEERS OVERALL SITE PLAN 437 S0.C OUNTRY ROAD,BROOKHAVEN,NEW YORK a f° — �� / I ! H y EPA Scale:AS NOTED Dwg.No DIESEL TANK PLAN SCALE: 1 - 150 Designed SCALE: 1" = 10' Drawn By:EPA Date:Feb.2005 �_ Approved By JFC/CFD File No.04050.000 I- 8"—�{ NORMAL VENT CAP 2'- 2' 12" SUBMERSIBLE PUMP ELECTRICAL BY CONTRACTOR ` -2" 4' H 6° LID/ NO LOCK EMERGENCY VENT SHUTOFF VALVE PRODUCT PIPING BY CONTRACTOR • ANDLE 3°I z HIGH LEVEL PROBE SOLENOID VALVE V-4"J �T 1—MOTOR CONTROL BOX 1 4'.I I tjECTION (ounM 1NZARD0119 AREA) oLT w/ IA SECTION A-A auM An HEo �.HIANALARN PANEL(IRMIN wvwms AWA I1GAAGE DISPENSER20" PIANOFUELING NOZZEL 6" EMERGENCY VENTWHISTLE 'I ININGE 16" DIAMETER X 6" DEEP VENT PORT FILL ADAPTOR/CAP FUELING HOSE FILL ADAPTOR h SCREE EMERGENCY HOSE BREAKAWAY SECTION C-C \ DROP TUBE i DIESEL EMEGENCV SHUTOFF VALVE PROPOSED CRISSCROSS TO PUMPSTAND PREVENT ACCIDENTAL FILUN / PLAN VIEW NOTE: SPILL80%SHALL BE 10 GAUGE CARBON STEEL AND PAINTED IN THE SAME MANNER AS THE STORAGE TANK. DETAIL OF SUFFOLK COUNTY SPILLBOX 8" - 20 SCALES NTS O O a I I-2.3—I CONCRETE PAD AND BOLAR W BY CONTRACTOR —II 6.0 r-r I" THICK SLIP er RESISTANT FIBERGLASS GRATING NOTES: A REAR RAINSHIELD EMERGENCY VENT DIAMOND PLATE GOES HERE (TYP) OVERFLOW CHUTE 1. PRIMARY TANK: A SHELL - 7 GA. HEAD - 7 GA CONTAINMENT: 7 GA. 2. MATERIAL - MILD CARBON STEEL ro 3. TEST AT 5-7 PSIG. cn 4. ENTIRE UNIT UL LISTED. 5. MEASUREMENT ARE APPROXIMATE. N O O g 0 r m 949999 o OQ O o O + + + + + + + + + + + ♦ + + � N ++++i++4+++++++ HANDRAIL ON THIS L N i + + + + + + FUEL SIDES OF STAIRS + + + + + + + + a + + + + i + 4 A Rmvr�anm ro p uI—r—I nmm QRaR na m"rtrRar m wsw ml RAINSHIELDS PROPOSED 1,000 GALLON DIESEL TANK AND DISPENSER �— 4 ° 4" 1'-10" 2'-r x 9 NOT TO SCALE ri d ® ° Q � 2,-6. x 0 U &24' jl WASTE OIL S.C.D.H.S.TANK NO. 2'-1111" U TANK LABELING NOTES TANK NOTES Iy` 1 3''s" �' �' I-T m 1.A TANKS MUST BE CLEARLYLABELEDASTOTHEIRCONTENTS. 1.ATMOSPHERIC VENTS SHALL BE2'DIAMETER SECONDARY SECTION A-A ELEVATION L O E`FILL PORTS FOR MANENTLY COLOR CODED(IN ACCORDDANCM PRODUCTS MEWIWI BE ETHE CODES CONTAINMENT CO FORM TO THE APPROPRIATE R'"C�s` PROPOSED 500 GALLON WASTE OIL TANK Of THE AMERICAN PETROLEUM INSTITUTE(API)AS FOLLOWS: 2.PRIMARY TANKS 8 SECONDARY TANKS SMALL BE EQUIPPED NOT TO SCALE p DIESEL YELLOW WITH DPW MODEL NO.202 EMERGENCY VENTS OR APPROVED o #2 FUEL OIL GREEN EQUAL,EXCEPT WHERE NOTED OTHERWISE. C WASTE OIL PURPLE 3-1-05 LMY AS PER SOUTHOLD TOWN SOLE)WASTE DIRECTOR CFD 3.TANK SHALL BE AS MANUFACTURED BY HOOVER GROUP,INC. a: 2.ON TWO SIDES THE TANKS SHALL BE LABELED WIITH RED LETTERS OR APPROVED EQUAL. __ DATE BY DESCRIPTION APPROV.BY BACKGROUND,Ad ON A WHITE 1-WIDTH STATING THE FOLLOWING:'DANGERINO SMOKING U OR OPEN FMES&THE TYPE 4.WELD ATTACHMENT BRACKETS TO TANK WHERE REQUIRED REVISIONS e OF PRODUCT WITHIN. TO ATTACH CONDUIT. TOWN OF SOUTHOLD LABELED m 3.TANKS MUST BE CLEARLY WITH THE S.C.D.H.S.TANK S.TANK COLOR SHALL BE WHITE. IDENTIFICATION NUMBER PERMIT PENDING L I C/"A SUFFOLK COUNTY,NEW YORK vI 4.LABEL LETTER HEIGHT SHALL BE 1'MINIMUM. SOUTHOLD LANDFILL USE FORBIDDING (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) 6.A WARNING NOTICE SHALL BE MOUNTED IN THE VICINITY OF ALL .Q FILL AND/OR PUMP OUT FITTINGS AS REQUIRED AND AS DIRECTED DETAILS PLAN ^p BY THE ENGINEER,STATING-TIGHT FILL CONNECTION MUST BE USED'. r >R p S.ALL TANK FITTINGS SHALL BE DESIGNATED WITH LABELS MOUNTED L.K.MCLEAN ASSOCIATES,P.C. ON THE TANK WALLS AS DIRECTED BY THE ENGINEER. CONSULTING ENGINRS .A 437 SO.COUNTRY ROAD.BROOKHAVEN,NEW YORK c v SUFFOLK COUNTY DEPT. Designed By EPA Scale:AS NOTED Dwg No c . OF HEALTH SERVICES 0 Drawn By:EPA ::i Date:Feb.2005 `w'-^ w A roved File No.04050.000 VV L 'r � � I THRUST BLOCK SCHEDULE PIPE SIZE TEE.CAPS h PLUGS 90'BENDS 45'BENDS 22Y2'BENDS 2 3 2 1 NOTE: MINIMUM SQUARE FOOT BEARING 1. ALL THRUST BLOCKING TO BEN AREA ON SOIL FOR THRUST BLOCK EXTEND TO UNDISTURBED SOIL OR -�` 1v 1"DIAMETER WATER SERVICE BEND ROCK WITH MIN. BEARING AREA y I AS SPECIFIED IN SCHEDULE BROUGHT TO BUILDING IT�\ ABOVE. IT FOOTPRINT WITH 1O'COIL FOR PwG o 90 BEND TEE 45' 4' PLUMBING CONTRACTOR TO CAP REND. 2, ALL THRUST BLOCK CONCRETE FINISH PLUMBING CONNECTIONS SMALL HAVE A MINIMUM r Nx:� � -,i.y .- ,Y' COMPRESSIVE STRENGTH OF 2500 P51. TYP. CONC 1"DIAMETER WATER ) ii �- >_ SERVICE BROUGHT TO fl `- • 1 \ 1"SERVICE TAP-SEE TRUST ?~ / BUILDING FOOTPRINT "_ DETAIL THIS SHEET S WITH 10'COIL FOR • L \� / PLUMBING CONTRACTOR • ' / 8"x8"x24"L CCA TO FINISH PLUMBING TREATED LUMBER CONNECTIONS PVC WATER MAIN PIPE rPVCATERMAIN FITTINGS AWWA C-900 AWWA C-907 - TYP f (BLUE BRUTE) _ (BLUE BRUTE) RU j' f / WATER MAIN THRUST BLOCK DETAIL NTS 1"SERVICE TAP-SEE . ,' 1"SERVICE TAP-SEE DETAIL THIS SHEET DETAIL THIS SHEET j FFF EXISTING G E VALVE WITH VALVE BOX- TRANSFER / (TYPICAL)AND 4'COIL OF 1"PIPE i STATION FOR FUTURE EXTENSION � ETALIC NARKING TAPE -S� 32"MAX.(TYPICAL) SURFACE I Na ry GATE VALVE WITH VALVE BOX- 1, ;"s (TYPICAL) s XT AVSUI a�ACKFILL / - 11 Frtw.o EXCAVATED MATERIAL if 1"DIAMETER WATER u ! m A.0.8.E.ILL SERVICE COORDINATE HOOKUP BACK IL COMPACT 11/ IN 6"CT }III �)` • WITH PLUMBING CONTRACTOR O PROPOSED WATER MAIN i'-REMOVE 1"SERVICE TAP-SEE UN MATERIAL IF SUITABLE NOTE DETAIL THIS SHEET ENCOUNTERED TEMPORARY SHEETING 1. WATER MAIN PIPE TO BE BLUE BRUTE PIPE,CUSS 150 AS ' a AS PER O.S.H.A, MANUFACTURED BY IPEX INC.OR APPROVED WHERE NO GROUND WATER EXISTS REQUIREMENTS EQUAL.PIPE SHALL MEET AWWA STANDARD L BE AND 4"DIAMETER BLUE BRUTE ASTM STANDARD 02241-89. PVC PIPE SHALL BEAR THE WATERMAIN APPROVAL OF THE NATIONAL SANITATION FOUNDATION. WATER MAIN EXCAVATION DETAILS 2. ALL FITTINGS SHALL BE BLUE BRUTE AWWA C907 AS 1"SERVICE TAP IIf I -SEE DETAIL THIS SHEET DEVICE- Nr5 3. ALL UMATERb L5 SHALL DBEN NEW.R NO P USED MATERIALS SHALL `�` - it �„ 1"DIAMETER WATER SERVICE BE INCORPORATED INTO THE WORK. ';K! \\ i �L BROUGHT TO BUILDING SEE DETAIL THIS SHEET 4. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE M FOOTPRINT WITH 1O'COIL FOR GROUND SURFACE WITH MANUFACTURERS INSTRUCTIONS,AWWA MANUAL M23 r AND THE REQUIREMENTS OF THE SUFFOLK COUNTY PLUMBING CONTRACTOR TO DEPARTMENT OF HEALTH SERVICES. I H PLUMBING CONNECTIONS Si SCWA METER AND i S FULL PIPE SECTION AT PRESSURE 5. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED .. \`r \ 'P ')< �S6?• METER BYPASS WATER MAIN CROSSING SEWER PIPE IN THE TRENCH FOR ALL BURIED PIPE. RACKFILL MATERIAL iElr 21 ¢ ac SHALL BE TAMPED IN 6"LAYERS.STONES SHALL BE I \�\ r I 1 2 PER SCWA q F REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST 6" 4 E• N 3 SEWER UNE BELOW THE BOTTOM OF THE PIPE. 6, MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54 10'MIN. 10'-0 PREFERRED DRAINAGE O WATER MAIN 7. ALL TEES.BENDS AND PLUGS SMALL BE A\ �`Q STRUCTURE g� • \\ - SST 5 MIN, 54" MIN. PROVIDED WITH REACTION BLOCKING OR TIE RODS TO CT -,SUP Y FOR ALTERNATIVE 18"MINIMUM PREVENT MOVEMENT. CLOSURE �_ SEWER UNE B. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH THE LATEST A Zy \ H TING.-- E ELECTRICAL _ �' , - PUN VIEW ,$ECDQL! EdTION OF AWWA STANDARD C600. " CONTINUATION !, 9. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH /� p- - `�•,�'.; ^\\ _- 4 , AWWA STANDARD C-651-86 OR THE LATEST REVISION. SITE PLAN 10.BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED SEWER LINE SEPARATION SANITARY & STORM SEWER CROSSINGS BAFTER Y THE DISINFECTION ARE REQUIRED AT OF LOCATIONS SPECIFIED ,I NTS NTS GENERALLY,A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR SCALE: 1 " — 40' EVERY LOGO LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 11.WHERE WATER MAIN IS IN CONFLICT WITH STORM SEWER PROPOSED 1" RPZ LINES,WATER MAIN SHALL BE LOWERED TO PROVIDE THE FEBCO 1" RPZ p860 REOUIRED CLEARANCE. CHIMNEY FOR CLEAN OUT WITH BALL VALVES NOTE: THE CLEANOUT WILL BE USED FOR SERVICE PURPOSES ONLY. THERE WILL BE NO HOSE BIBS INSTALLED HOT BOX HEATED ENCLOSURE MODEL TYPICAL S.C.W.A. WATER METER AND HB1N. SEE ELECTRICAL DRAWINGS METER VAULT. METER VAULT TO BE FOR POWER CONNECTION FURNISED AND INSTALLED BY THE CONTRACTOR. CORPORATION STOP COPPER SERVICE UNE FFMINIMUM BURIAL 54" EXISTING ACCESS COVER CURB STOP EXISTING IN CURB BOX GRADE GRADE DATE BY DESCRIPTION JAPPROV.BY REVISIONS STAINLESS STEEL SERVICE SADDLE TOWN OF SOUTHOLD NOTE: ALL VALVES, BENDS AND z '�.,`.` FITTINGS TO BE PER THE LATEST PVC WATER MAIN AWWA AND SCWA STANDARDS. `a SUT'1''OI�IT'HO LANDFILL ORK TO FACILITIES (TRANSFER STATION&RESIDENTIAL DP.OPOFF DESIGN) S.C.W.A. WATER 1" DIA. 'K" INSTALL NECESSAR Qj Y 4" DIA• TYPICAL WATER SERVICE — 2" OR SMALLER WATER DISTRIBUTION PLAN MAIN APPROX. LOC. COPPER PIPE FITTINGS FOR CONNECTION BLUE NTS BRUTE L.K.MoLFANASSOCTATES,P.C. ��- TO 4" BLUE BRUTE PIPE THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CONSULTING ENGINEERS437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK FURNISHING AND INSTALLING PIPING, RPZ, VALVES, AND CONNECTIONS FROM SCWA MAIN TO SITE WATER MAIN Designed By.EPA/JD Scale:AS NOTED DWg.No Drawn By EPA,/JD Date:Feb.2005 RPZ AND METER DETAIL ,NTS) prove Apd Bv.JFC File No.04050.000 D_ I _\ � { S C r, 4 54 Y imp! L ) Si- < I v _ _ B— 3 \ M , r d nor - - — �rrr 4_, 'Ices ( - EXISTING TRANSFER TATI 0 N i end,o y1 b r m a^ 3 l 1 Y -4 AA A � 7t, DATE BY DESCRIPTION APPROV.BY REVISIONS TOWN OF SOUTHOLD 3s? \ \ SUFFOLK COUNTY,NEW YORK L K A A SOUTHOLD LANDFILL g! •� - _`. -- (TRANSFER STATION k RESIDENTIAL DROPOFF DESIGN) BORINGS SITE PLAN ;V SITE PLAN L K YOLVAmASSOMM,P.C. CONSULTING ENGINEERS o ,5 !D' -,tp __ 437 SO.COUNTRY ROAD.BROOKNAVEN,NEW YORK c _ Defined H7:CFD Scale: 1:20 DwQ.No. Drawn By:YCJ Date:Feb.2005 0. AKAVP,ved B3,WC CFD File No.04050.000 Glens L 6 Mdean Glene L K Mclean Project Southold Transfer Station Log of Boring B-1 Projed:Southold Transfer Station T::—L Og OF Boring B-2 Project Location:Southold Sheet 1 Of 1 Projel2 Location:Southold -r?tit lot'1 WF(s)bnNnY 2],2006 1099rr By Fabo BBetdrl9rrl CMSMN BY ESMra moS,Fi,/E 9B JaluxJ 21,200E u90°a By Fepo ECAEtlIT ev Esnva K-un.PE o—m � !!l—a AN � 0� 201eN aor n11Yy Mtllow memAuper apeR {I^Oa p�'�B261Rtl Iq a�M [Iim LLvvYAI w1km /S{vovalae Mitlp 01im Uvvesal Onllinp y�mie dwa,an level nol�Ale EFT �T'I'lb ro,bin trLel.r9pR6Ptlheatl Itvtl n'I IR�9BVEerM PTO a>BI'Ne SPT N 1b 2,EOln trap,rRpe EPSlhwd Cutiny IxLm Rder lP dewily m3.Bn GMInDs Ixem RNer 10 OravAry No •• Ra.W 1An d.. 8y S RC.YB1Ki M10 la d m S 3 g MATERIAL DEEORIFTOm OTXER TESTS MATlRIAL alECRIFTIOm o1RmMn 0 p 1Lt JFpIyNW GFGaSNIfem Srd lDmvtl 5 SF. ro.nY�wNOreaN lrld/Sn/OavY 3 E.1 m• ]IS SgFj � bNy�riY GRSeS aaglrM SnS/Dmtl mO YY2{ 10 9M1 . -1 1-11OrNN M9 Sak/u/pawl 10 b1 1]M � iIY RR 15 e m 9F- Fa NY'onN Wal Intl/to/OmJ t3 AA pmry..Me pnG!aaN/TM aatl I Ora°tl 021 ou iH {IS m 913 5jm � Nedr�palN MM Sob/R/Ontl - m II 1]m IS 1] { s n eM IaNYomF.Baw satl/sa/aa.a m 91{ FwdY-Mutt oaa.a 9n9/tim saM/pavY M m1e 1B m eumn.remvant.e Bw J P°MY-OnFFe NYr saa/aa/am.tl m 9Nm PI khp a R IFl Bp m m y a i - N .Nin Glent L K Mclean [C111nc L K MCean a Project:Samhpld 1,,—,Slanan Log of Boring 8-3 project:Southold 1—Me,Station Log of Boring 84 VProject Locetioa:Southold Sheet 1 of 1 Prpjed Lacaiian:Southold Sheet t of 1 0 WkdI JsuarY 2],2pD6 IW VN Br FaGu Scaldfeni Clme9a9 A t- It 'rE sl Jrur!27,YOpl 1a99aF M htlP SoaNtl®A CMFMN B<Egnva Xosvl,PE �m XollPw Bem h9s pRN {IM T" —bps pia Mdlew Elan Auger OnY {IrIM T"ONN 2619N IM75 U pal M 1N Piq m T uIN¢eaal ollBry Roletlma M°a�n �'° w.«al onnlry Mmtreee 13Y ldIPeaErRd ATO Em'!'aa EFT �°°'Sb lamilleffo ,Ealn trap.nge 6Raava -_--.Rill EFT ITV tb At.ae M..npe S caMaO O (ll y GItlrR IPFfo Rer�b baMry NB 6 E°mNa4 Er°ap Gbrps la°Wn INMrb 6aMrp b.• F i 24. 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ENGINEERS ERS 437 SO.COUNTRY ROAD,BROOKHAVEN,NEW YORK 0 0 a Designed By:CFD Scale:NTS Dwg.No. i Drawn By:MCJ Date:Feb.2005 a Approved By:JFC/CFD File No.04050.000 Md ai.m:L N uth Log of Boring B-5 fJi.m: Logo Borin Project Southold Tremfer Sudan PrDJece Soulho,a 7ran.tsr Statlan g g B$ ■ Project Location:Saulhold Sheer 1 of 1 Project L—lion:So-held Sheet 1 of 1 .1 'l..ary S>.xoo6 IrU.t Ir ratl eOalWleai 11weYM M E�var ROM.n �)J.avy]T,]� N SW%Rod CMeEN Ir 6nv.�Rmul�n IWO Mabw f../EP �Y .M 011�'TT..r ep. otiy Ndbw f.mwq. ts■ T.v oaw Tl� >a 10pM .wro. eacn Ml.Ia1.1. 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REVISIONS I°le I.IT TOWN OF SOUTHOLD LIMASUFFOT�OOLD COUNTY, ORK I �A a e (TRANSFER STATION&RESIDENTIAL DROPOFF DESIGN) � v Ia.Rrwlenlr sti a.w/.rr.a I I..RR a waaa n lw ew - TEST BORING CHARTS 0 t to rn L.X.MCLEAN ASSOCIATES,P.C. 51 CONSULTING ENGINEERS o 437 SO.COUNTRY ROAD.BROOKHAVEN.NEW YORK 0 a Designed By:CFD Scale:NTS Dwg.No. 0. Drawn By:NCJ Date:Feb.2005 D o. Approved By:JFC/CFD File No.04050.000 D • • • [7 • • • • • • 0 TON OF SOUTHAD SOUTHOLD TOWN LANDFILL "TRANSFER STATION AND RESIDENTIAL DROP-OFF" MARCH 2005 CONSTRUCTION SPECIFICATION SOUTHOLD, SUFFOLK COUNTY, NEW YORK LKMA Project No: 04050.00 Prepared For: TOWN OF SOUTHOLD 53095 Main Road Southold, New York 11971 Prepared By.• L.K. McLEAN ASSOCIATES, P.C. Consulting Engineers 437 South Country Road Brookhaven, New York 11719 (631)286-8668 L/Effil is * TOWN OF SOUTHOLD is 53095 MAIN ROAD, SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1938 / FAX: 631-765-3136 • • 0 INVITATION TO BID NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: BID NAME: SOUTHOLD TOWN LANDFILL — "TRANSFER STATION AND RESIDENTIAL DROP-OFF" Definite specifications may be obtained at the Southold Town Clerk's Office beginning MARCH 24, 2005 PLACE OF OPENING: TOWN OF SOUTHOLD TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD, NY 11971 DATE OF OPENING: APRIL 21, 2005 TIME OF OPENING: CONTACT PERSON: Christopher F. Dwyer L.K. McLean Associates, 631-286-8668 (X245) 0 VENDORS MUST SUBMIT BID IN SEALED ENVELOPE. 10:00 AM PLEASE PRINT ON THE FACE OF ENVELOPE: 1) NAME & ADDRESS OF BIDDER 2) BID NAME 0 BID MUST BE ACCOMPANIED BY A 5 % BID SECURITY. It is the bidder's responsibility to read the attached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and ' make a copy of the bid document for your records. A non-refundable fee of $50.00 will be charged for plans and specifications. Payment can be made by either money order, cash or check (payable to the Town of Southold). A non -mandatory pre -bidder's conference will be held at 11:00am on April 7, 2005 at the Southold Town Landfill in Cutchogue (Route 48 & Cox Lane). The Town of Southold welcomes and encourages minority and women -owned businesses to participate in the bidding process. Ll TABLE OF CONTENTS • SOUTHOLD TOWN LANDFILL TRANSFER STATION AND RESIDENTIAL DROP-OFF �] Title Page ------ Invitation to Bid ------ Table of Contents ------ Instructions to Bidders IB -I thru 113-6 NYS Wage Rates ------ Standard Insurance Requirements SIR -1 thru SIR -2 General Conditions GC -I thru GC -12 Conditions of Contract CC -I thru CC -20 Proposal Form Package Proposal Form Package 1-22 Qualification of Bidders QS -I thru QS -4 Contract Agreement A-1 thru A-3 Questions Page Q-1 Specifications Divisions t — Division 16 General Construction Drawings (Separate) I of 41 thru 41 of 41 Site Electrical Drawings (Separate) E -I thru E-3 Fire Well Drawing (Separate) FW -1 Sanitary Drawings (Separate) S -I thru S-3 Waste Oil Tank Permit Drawings (Separate) W -I and W-2 Water Distribution Drawing (Separate) WD -I Boring Plan & Logs (Separate) B -t thru B-3 �] 4' . INSTRUCTIONS TO BIDDER INDEX 1. Receipt and Opening of Bids 2. Form, Preparation and Presentation of Proposal 3. Bid Security 4. Qualifications of Bidders •� 5. Rejection of Bids 6. Bidders Responsibility 7. Construction Terms and Conditions 8. Security for Faithful Performance 9. Bid Reservations • 10. Non -Collusive Statement 11. Addenda and Interpretations 12. Method of Award 13. Single Price Bid Analysis 14. Municipal Exempt Status •! 15. Labor Law 16. Wage Rates 17. Insurance Required by the Town of Southold 18. Quantities 19. MBE\WBE-EEO Requirements • • INSTRUCTIONS TO BIDDER 1. RECEIPT AND OPENING OF BIDS • The Town of Southold invites bids on the forms herein provided for the Town of Southold Transfer Station and Residential Drop-off Facility construction in Southold, New York. Sealed bids shall be received by the Town Clerk of the Town of Southold at 53095 Main Road, Southold, New York no later than 10:00 AM prevailing time on Thursday, April 21, 2005 at which time they will be opened and publicly read aloud. • All bids received after the time stated for the opening in the Notice to Bidders may not be considered and will be returned unopened to the bidder. The bidder assumes the risk of any delay in the mail or in the handling of the mail by employees of the Town. Whether sent by mail or by means of personal delivery, the bidder assumes responsibility for having his bid deposited on time at the place specified. Faxed bids will not be accepted. • 2. FORM, PREPARATION AND PRESENTATION OF PROPOSAL The Proposal Form as issued by the Town Clerk shall be completely filled in, in black ink or typed on the original bid form. No photocopies will be accepted. All blank spaces for bid prices • must be filled in, in both words and figures, with a total or gross sum for which the bid is made. All lines must have an indication of the bidder's response whether it be "0", "N/A", "No Charge", or a dollar figure. All lines must be filled in to indicate bidder's acknowledgement of the request. Bids that do not have all applicable lines filled in on the bid proposal form may be disqualified as a non-responsive bid. We cannot assume there is "no charge" when lines are left • empty. Bids that contain any omission, erasure, alteration, addition or items not called for in the itemized bid form or that contain irregularities of any kind will not be accepted. In case of discrepancy between the unit price and total amount bid for any item, the unit price, as expressed in words, shall govern. • The following two items will automatically render a bid unacceptable to the Town of Southold: a. Failure to sign bid proposal page. b. Failure to include necessary bid security deposit (as required). It shall be fully understood that any deviations from the inclusion of the above items will be grounds to see the bid as non-compliant and will not be considered for award. • 3. BID SECURITY (a) The Bid must be accompanied by a certified check on a solvent bank or trust company with its principal place of business in New York State, or an acceptable bid bond, in an amount equal to not less than five percent (5%) of the total amount bid, made payable to the Town of Southold • (herein identified as Owner), as assurance that the bid is made in good faith. The certified checks or bid bonds of unsuccessful bidders will be returned after execution of the Contract between the Owner and the successful bidder; the certified check or bid bond of the successful bidder will be retained until filing and approval of the Performance Bond and until completion of five percent (5%) of the work under the Contract. • • • INSTRUCTIONS TO BIDDEN (b) The successful bidder, upon his failure or refusal to execute and deliver the Contract and bonds required within ten (10) days after the date of notice of the acceptance of his bid, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security he deposited • with his bid. 4. QUALIFICATIONS OF BIDDERS (a) Forms for qualifications of bidders, giving evidence of sufficient facilities, equipment, • experience and financial ability to insure completion of the work are provided with the bid specification package, and shall be filled out by the contractor and returned with the bid submission. (b) Information contained in any statement of financial ability shall be not more than thirty days old at the time of submission. • (c) The Town reserves the right to make such investigation as it may deem necessary or advisable to determine any bidder's ability to do the work, and the bidder shall furnish to the Town, on request, all data and information pertinent thereto. The Town reserves the right to reject any bid if such investigation fails to satisfy the Town that the bidder is fully qualified to do the work. Financial instability of a bidder may be cause for non -award. • 5. REJECTION OF BIDS (a) The TOWN BOARD reserves the right to reject any bid if the evidence submitted in the qualifications statement or an investigation of such bidder fails to satisfy the TOWN BOARD that such bidder is properly qualified to cant' out the obligations of the Contract and to complete • the work contemplated therein. Conditional bids will be considered informal and will be rejected. (b) The TOWN BOARD reserves the right to reject any and all bids, in whole or in part, to waive any informality in any or all bids, and to accept the bid or part thereof which it deems • most favorable to the Town after all bids have been examined and/or checked. 6. BIDDERS RESPONSIBILITY (a) Bidders are cautioned not to submit bids until after having inspected the site of the proposed • improvement and having made themselves familiar with local conditions. The attention of persons intending to submit bids is specifically called to the paragraph of the Contract which debars a Contractor from pleading misunderstanding or deception because of estimates or quantities, character, location or other conditions surrounding the same. Special attention is called to the notes on the Plans or in the itemized form of bid, which are made a part of this • Contract, which may alter or revise the Specifications for the; particular contract. (b) No representation is made as to the existence or nonexistence of groundwater, which may in any way impede the work, proposed to be accomplished. Each bidder shall fully inform himself as to groundwater and sub -surface conditions prior to submitting his bid. • • INSTRUCTIONS TO BIDDER (c) The submission of a bid will be construed to mean that the bidder is fully informed as to the extent, cost, and character of the materials, labor, and equipment required to complete the proposed job in accordance with the Plans and Specifications, including all other expenses • incidental thereto. (d) Bidders must examine the Plans and Specifications and exercise their own judgement as to the nature and amount of the whole of the work to be done, and for the bid prices, must assume all risks of variance by whomsoever made in computation or statement of amounts or quantities necessary to fully complete the work in strict compliance with the Contract Documents. (e) The Bidder shall assume all risks and responsibility and shall complete the work in whatever material and under whatever conditions he may encounter or create, without extra cost to the Town. • (f) No pleas of ignorance or misunderstanding of conditions that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the execution of the work under this Contract, as a result of failure to make the necessary examinations and investigations, will be to fulfill in every detail all of the requirements of the Contract Documents, or will be accepted as a basis for any claims whatsoever for extra compensation, or for an extension of time. • 7. CONSTRUCTION TERMS AND CONDITIONS The successful bidder is warned that the work specified in the Conditions of Contract, together with the Instructions to Bidders, Proposal Form, General Conditions, Plans, Specifications and • instructions of the Engineer or his duly authorized representative will be rigidly enforced. 8. SECURITY FOR FAITHFUL PERFORMANCE AND MAINTENANCE The successful bidder shall be reauired to execute a Performance Bond eaual to one hundred percent (100%) of the amount bid, such bonds to be executed by a New York licensed insurance • carrier/surety company with an A rating or better from A.M. Best & Co. and acceptable to the Owner; or bonds secured by collateral; or securities approved by the Owner. The Performance Bond shall be written so as to remain in full force and effect as a maintenance bond for a period of not less than one (1) year after the date of final acceptance; of the work. i • The successful bidder, upon failure to execute and deliver the bonds required within ten (10) days after the date of notice of award, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his bid, and he will be liable for and he agrees to pay to the Owner on demand, the difference between the price bid and the price for which such contract shall subsequently be relet including the cost of such reletting less the amount of such • deposit. No plea of mistake in such accepted bid shall be available to the bidder for recovery of his deposit or as a defense to any action upon accepted bid unless said mistake can be proven by documentary evidence acceptable to the Town. After approval of the bonds and execution of the Contract and after ten (10) percent of the work •' has been completed, the bid security accompanying the bid will be returned. • 1B-4 • INSTRUCTIONS TO BIDD� • 9. BID RESERVATIONS Bids submitted shall remain in effect for forty-five (45) days past the date of bid opening. This period may be extended, for the benefit of the Town, by mutual agreement between the Bidder and the Town Clerk. 10. NON -COLLUSIVE STATEMENT The form of non -collusion bidding certification contained in the proposal package must be executed by the Bidder and submitted with the proposal. The submission of this statement • certifies that the prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. 11. ADDENDA AND INTERPRETATIONS Every request for information or interpretation of the Contract Documents or Drawings must be addressed in writing to the Clerk Town of Southold 53095 Route 25 P.O. Box 1179 Southold, N.Y. 11971, and to be given any consideration, must be received at least five (5) days prior to the date fixed for the opening of bids. Any such interpretations or supplemental • instructions will be in the form of written addenda, and will be mailed or faxed to all prospective bidders. The failure of any bidder to receive any such addenda will not relieve the bidder of any obligation under his bid as submitted. Any addenda so issued shall become part of the Contract Documents. • 12. METHOD OF AWARD The bid will be awarded to the lowest responsive, responsible bidder, as will best promote the public interest, taking into consideration the reliability of the bidder, the quality of the materials, equipment, or supplies to be furnished, and conformity with the specifications. • 13. SINGLE PRICE BID ANALYSIS In the event a single bid is received, the Town will conduct a price analysis of the bid price prior to the award of the contract. •' 14. MUNICIPAL EXEMPT STATUS The Town is exempt from the payment of Federal, State and local taxes. Taxes must not be included in proposal prices. IB -5 • . INSTRUCTIONS TO BIDDE� • 15. LABOR LAW The Contractor and each and every subcontractor performing work at the site of the project to • which this Contract relates shall comply with the applicable provisions of the Labor Law, as amended, of the State of New York. Attention is called to certain provisions of the Labor Law, as set forth in the Conditions of Contract, Paragraph 11, which are hereby referred to and made a part hereof. • 16. WAGE RATES The rates of wages determined by the New York State Industrial Commissioner pursuant to the Labor Law, which shall be paid on this project, are set forth herein following the Instructions to •' Bidders. Contractors and subcontractors are required to submit to the Town, within thirty days after issuance of the first payroll, and every thirty days thereafter, a transcript of the original payroll records, subscribed and affirmed as true under the penalties of perjury. •' 17. INSURANCE REQUIRED BY THE TOWN OF SOUTHOLD The successful bidder will be required to procure and pay for the following types of insurance, as set forth in more detail herein following the Instructions to Bidders in the Standard Insurance requirements Section. • (a) Comprehensive Automobile Policy (b)Comprehensive General Liability (c)Excess/Umbrella Insurance (d)Workmen's Compensation Insurance (e)Disability Insurance and Unemployment Insurance • 18. QUANTITIES Any quantities set forth in the bid specifications are approximations only. No guarantee is made for any quantities stated. Payment shall be on the basis of actual quantities supplied or the actual • work done at the unit prices quoted. 19. MBE/WBE-EEO REQUIREMENTS This contract is subject to the provisions of Article 15-A of the Executive Law. Therefore, the • winning bidder may be required to submit an MBE/WBE Equal Employment Opportunity Program and a Utilization Program within ten days of being notified of award, and make good faith efforts to achieve goals established by the Town of Southold and the New York State Environmental Facilities Corporation for the participation of various business enterprises as Sub - Contractors and Suppliers on the Contract will be required. • •) IB -6 • NEW YORK STATE DEPARTMENT OF *OR BUREAU OF PUBLIC WORK STATE OFFICE CAMPUS, BLDG. 12 ALBANY, NY 12240 SCHEDULE 2004 Date 02/15/05 TOWN OF SOUTHOLD PRC 0502031 SUFFOLK COUNTY O1 CHRISTOPHER F. DWYER ASSOC. Location and Type of Project L.K. MCLEAN ASSOCIATE P.C. PROJECT ID #: NONE 437 SOUTH COUNTRY ROA6 SOUTHOLD TRANSFER STATION 8 RESIDENTIAL DROPOFF BROOKHAVEN NY 11719 ROUTE 48, MIDDLE ROAD • TOWN OF SOUTHOLD In response to your request, enclosed is the schedule of the prevailing hourly wage rates and the prevailing hourly supplements for the above project, tog etherwith copies of the Notice of Contract Let (PW -16) for NOTICE TO CONTRACTING AGENCIES: Upon cancellation or completion of this project, enter the necessary information and return this page to: New York State Department of Labor Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 PROJECT HAS BEEN COMPLETED/CANCELLED: Date Signature Title 0) For additional information, contact our local District Offices: Albany (518) 457-2744 Syracuse (315) 428-4056 Binghamton (607) 721-8005 Rochester (716) 258-4505 Buffalo (716) 847-7159 Utica (315) 793-2314 Garden City (516) 228-3915 White Plains (914) 997-9507 New York City (212) 352-6088 01 PW -200 (6-03) IKI your use. THE SCHEDULE MUST BE ANNEXED TO AND FORM A PART OF THE SPECIFICATIONS 41; FOR THIS PROJECT WHEN IT IS ADVERTISED FOR BIDS. These schedules have been prepared and forwarded in accordance with Article 8 of the NYS Labor Law, which provides that it shall be the duty of the fiscal officer to ascertain and determine the schedules of supplements to be provided and wages to be paid to workers, laborers and mechanics emplo ed on public work projects{ and to file such schedules with the Department having jurisdiction. Si This schedule is effective from July 1, 2004 through June 30, 2005. All updates corrections and future copies of the annual determination are available on the Department's website (www.labor.state.ny.us). The attached rates are based on the latest information available to the Department of Labor, Bureau of Public Work. Care should be taken to review the rates for obvious errors. Any corrections should bebrought to the Department's attention immediately. It is the responsibility of the public work contractor to use the propper rate. If there is a question on the proper classification to be used, please call the district office located nearest the project. NOTICE TO CONTRACTING AGENCIES: Upon cancellation or completion of this project, enter the necessary information and return this page to: New York State Department of Labor Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 PROJECT HAS BEEN COMPLETED/CANCELLED: Date Signature Title 0) For additional information, contact our local District Offices: Albany (518) 457-2744 Syracuse (315) 428-4056 Binghamton (607) 721-8005 Rochester (716) 258-4505 Buffalo (716) 847-7159 Utica (315) 793-2314 Garden City (516) 228-3915 White Plains (914) 997-9507 New York City (212) 352-6088 01 PW -200 (6-03) IKI a • • GENERAL PROVISIONS OF LAWS COVERING WORKERS ON PUBLIC WORK CONTRACTS & INTRODUCTION The Labor Law requires public work contractors and subcontractors to pay laborers, workers or mechanics employed in the performance of a public work contract not less than the prevailing rate of wage and supplements (fringe benefits) in the locality where the work is performed. RESPONSIBILITIES OF THE DEPARTMENT OF JURISDICTION A Department of Jurisdiction (Contracting Agency) includes a state department,agency, board or commission; a county, city, town or village• a school district, board of education or board of cooperative educational services; a sewer, water, fire, improvement and other district corporation; a public benefit corporation; and a Public authority awarding a public work contract. TheDepartment of Jurisdiction (Contracting Agency) awarding a public work •, contract MUST obtain a Prevailing Rate Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project. This schedule may be obtained by completing and forwarding a Request for Wage and Supplement Information form (PW -39) to the Bureau of Public Work. The Prevailing Rate Schedule MUST be included in the specifications for the contract to be awarded and is deemed part of the public work contract. Upon the awarding of the contract, the law requires that the Department of Jurisdiction (Contracting Agency) furnish the following information to the Bureau: the name and address of the contractor, the date the contract was let and the approximate dollar value of the contract. To facilitate compliance with this provision of the Labor Law, a copy of the Department's Notice of Contract Let form (PW -16) is provided with the original Prevailing Rate Schedule. The Department of Jurisdiction (Contracting Agency) is required to notify the Bureau of the completion or cancellation of any public work project. The Department's PW -200 form is provided for that purpose. M' HOURS No laborer, worker or mechanic in the employ of a contractor or subcontractor engaged in the performance of any public work project shall be permitted to work more than eigght hours in any day or more than five days in any week, except in cases of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency) may apply to the Bureau of Public Work 40) for a dispensation permitting workers to work additional hours or days per week on a particular public work project. WAGES AND SUPPLEMENTS The wages and mechanics emp listed in the is performed. Provided with Department of original Prev supplements to be paid and/or provided to laborers, workers and loved on a public work project shall be not be less than those current Prevailing Rate Schedule for the locality where the work If a prime contractor on a public work project has not been a Prevailing RateSchedule, the contractor must notify the - Jurisdiction (Contracting Agency) who in turn must request an ailing Rate Schedule from the: New York State Department of Labor Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 of Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is required to provide complete copies to all prime contractors who in turn must provide copies to each subcontractor and obtain an affidavit certifying such schedule was received. W Page 1 •- The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in effect from July 1 thru June 30 of the following year. The annual determination is available on the Department of Labor website (www.labor.state.n .us). The prime contractor is required by law to provide copies or all app icable county schedules to each subcontractor and to obtain from each and every subcontractor an affidavit certifying that such schedules were received. If the original schedule expired, the contractor may obtain a copy of the new annual determination from the Department's website. PAYROLLS AND PAYROLL RECORDS Every contractor and subcontractor must keep original payrolls or transcripts subscribed and affirmed as true under penalty of perjury. Payrolls must be maintained for at least three years from the project's date of completion. At a minimum, pa rolls must show the following information for each person employed on a public work project: Name Classification(s) in which the worker was employed Hourly wage rate(s) paid Supplements paid or provided Daily.and weekly number of hours worked in each classification. Every contractor and subcontractor shall submit to the Department of Jurisdiction (Contracting Agency), within thirty (30) days after issuance of its first payroll and every thirty (30) days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of perjury. The Department of Jurisdiction (Contracting Agency) shall receive and maintain such payrolls. In addition, the Commissioner of Labor may require contractors to furnish, within ten days of a request, payroll records sworn to as their validity and accuracy for public work and private work. Payroll records include, but are not limited to, time cards, work description sheets, proof that supplements were provided, cancelled Payroll checks and payrolls. Failure to provide the requested information within the allotted ten days will result in the withholding of up to 257 of the contract, not to exceed one hundred thousand dollars: If the contractor or subcontractor does not maintain a place of business in New York State and the amount of the contract exceeds $25,000, payroll records and certifications must be kept on the project worksite. The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor. All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules by a contractor or subcontractor is a violation of Article 8 of the Labor Law. See Section 220-a. All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule and any subsequently issued schedules, shall provide to such contractor a verified statement attesting that the subcontractor has received the Prevailing Rate Schedule and will pay or provide the applicable rates of wages and supplements specified therein. See Section 220-a. DETERMINATION OF PREVAILING WAGE AND SUPPLEMENT RATE UPDATES APPLICABLE TO ALL The we and supplements contained in the annual determination become effective July 1st whether or not the new determination has been received by a given contractor. Care should be taken to review the rates for obvious errors. Any corrections should be brought to the Department's attention immediately. It is the responsibility of the public work contractor to use the proper rates. If there is a uestion on the proper classification to be used, please call the district Jfice located nearest the pro ect. Any errors in the annual determination will be corrected .and posted o the Department's website on the first business day of each month. Contractors are responsible for paying these updated rates as well, retroactive to July 1st. When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. To the extent possible, the Page 2 •) Department posts rates in its possession that cover periods of time beyond the July 1st to June 30th time frame covered by a particular annual determination. Rates that extend beyond that instant time period are informational only and may be updated in future annual determinations that actually cover the then appropriate July 1st to June 30th time period. WITHHOLDING OF PAYMENTS When acomplaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay orprovide the prevailingwages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract shall be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wagges and supplements, including interest and civil penalty, pending a final determina{ion. When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to Pay or provide the requisite prevailing wages or supplements, the Bureau is authorized by Sections 220-b and 235.2 of the Labor Law to so notify the financial officer of the Department of Jurisdiction (Contractin Agency) that awarded the public work contract. Such officer MUST then withhold or cause to be withheld from any payment due the prime contractor on account of such contract the amount indicated by the Bureau as sufficient to ��. satisfy the unpaid wages and supplements, includin@ interest and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is afinal determination of the underpaymentby the Commissioner of Labor or by the court in the event a legal proceeding is instituted for review of the determination of the Commissioner of Labor. 9� The Department of Jurisdiction (Contracting -Agency) shall comply with this order of the Commissioner of Labor or of the court with respect to the release of the funds so withheld. SUMMARY OF NOTICE POSTING REQUIREMENTS The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work project. .The revailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse weather conditions and be titled "PREVAILING RATE OF WAGES" in letters no smaller than two (2) inches by two (2) inches. Every employer providing workers' compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers' Compensation Board in a conspicuous place on the job site. Every employer subject to the New York State Human Rights Law must conspicuous)y post at its offices, pplaces of employment, or employment training centers notices furnished by the State Division of Human Rights. Employers liable for contributions under the Unemployyment Insurance Law must �1 conspicuously post on the jobsite notices furnished by the New York State Department of Labor. APPRENTICES Employees cannot be paid apprentice rates unless they are individually registered in a program registered with the New York State Commissioner of Labor. The allowable ratio of apprentices to journeyworkers inany craft classification can be no greater than the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate Schedule. An employee listed on a payroll as anapprentice who is not registered as above or is performing work outside the classification of work for which the apprentice is indentured, must be paid the prevailing journeyworker's wage rate for the classification of work the employee is actually performing. Article 8 o the New York State Labor Law requires that only apprentices individual)y registered with the New York State Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency or office registers apprentices in New York State. 0 Page 3 0 Persons wishing to verify the apprentice registration of any person must do so in writing to the: New York State Department of Labor Office of Employability Development/Apprenticeship Training State Office Campus, Bldg. 12 Albany, NY 12240 Fax (518) 457-7154 All requests for verification must include the name and social security number of the person for whom the information is requested. The only conclusive proof of individual apprentice reggistration is written verification from the Albany Apprenticeship TrainingCentral Office. Neither Federal nor State Apprenticeship Training offices outside Albany can provide conclusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any person is registered in that program. Furthermore, the existence or possession of wallet cards, identification cards or copies of state forms is not conclusive proof of the registration of any person as an apprentice. INTEREST AND PENALTIES In the event that an underpayment of wages and/or supplements is found: X Interest shall be assessed at the rate then in effect, as prescribed by the Superintendent of Banks pursuant to section 14-a of the Banking Law, per annum from the date of underpayment to the date restitution is made. * A Civil Penalty may also be assessed, not to exceed 25% of the total of wages, supplements and interest due. DEBARMENT Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work contract or subcontract with any state, municipal corporation or public body for a period of five years when: * Two willful determinations have been rendered against that contractor or subcontractor and/or its successor within any consecutive six-year period. * There is any willful determination that involves the falsification of payroll records or the kickback of wages or supplements. CRIMINAL SANCTIONS Willful violations of the Prevailing Wage Law (Article 8 of the Labor Law) constitute a misdemeanor punishable by fine or imprisonment, or both. DISCRIMINATION No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. No contractor, subcontractor nor any person acting on its behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to Perform the work to which the employment relates. See Section 220-e(a). No contractor, subcontractor nor any person acting on its behalf, shall in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex or national origin. See Section 220-e(bI. The Human Rights Law also prohibits discrimination in employment because of age, marital status or religion. Page 4 There may be deducted from the amount payable to the contractor under the contract a penalty of fifty dollars for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of the contract. See Section 220-e(c). Thecontract may be cancelled or terminated by the State or municipality. All monies due or to become due thereunder may be forfeited for a second or any subsequent violation of the terms or conditions of the anti -discrimination sections of the contract. See Section 220-e(d). Every employer subject to the New York State Human Rights Law must conspicuously post at its offices places of employment, or employment training centers notices furnished by the tate Division of Human Rights. W WORKERS' COMPENSATION In accordance with Section 142 of the State FinanceLaw, the contractor shall maintain coverage, during the life of the contract forthe benefit of such employees.as required by the Provisions of the New York State Workers' Compensation Law. A Contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being allowed to begin work. The insurance policy must be issued by a company authorized to provide workers' compensation coverage in New York State. Proof of coverage must be on form C-105.2 (Certificate of Workers' Compensation Insurance) and must name this agency as a certificate holder. If New York State coverage is added to an existing out-of-state policy, it can only be added to a policy from a company authorized to write workers' compensation coverage in this state. The coverage must be listed under item 3A �1 of the information page. The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a workers' compensation policy for all employees working in New York State. Every employer providing workers' compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers' Compensation Board in a conspicuous place on the jobsite. UNEMPLOYMENT INSURANCE Employers liable for contributions under the Unemployment Insurance Law must conspicuouslypost on the jobsite notices furnished by the New York State Department of Labor. 01 0$ 01 *I PW -203 (6/01) Page 5 W r' *' TOWN OF SOUTHOLD 0 0 NEW YORK STATE DEPARTMENT OF LABOR Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 CHRISTOPHER F. DWYER, ASSOC. L.K. MCLEAN ASSOCIATE,P.C. 437 SOUTH COUNTRY ROAD BROOKHAVEN NY 11719 Schedule Type 2004 Date 02/15/05 Prevailing Rate Case No. 0502031 01 PROJECT ID #: NONE SOUTHOLD TRANSFER STATION 8 RESIDENTIAL DROPOFF •, SUFFOLK COUNTY ROUTE 48, MIDDLE ROAD AGY. OF JURIS. : TOWN NAT. OF PROJECT: NEW BUILDING Copies of the wage and supplement schedule for the Public Work project identified above are enclosed herewith. Sec. 220.3a of the Labor Law requires that certain information be fumished to the Commissioner of Labor. Accordingly, you MUST complete ONE of these requests for EACH prime contract let immediately upon • notifying a successful bidder for this Public Work project. Photocopy as many blank forms as required to supply one for each contractor. Return this request to the address given above ❑ Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, new rates and supplements will be requested. ❑ CONTRACT AWARDED: (check one and indicate date of first legal instrument which bound agency to contract.) ❑ Letter of Intent ❑Contract Signed ❑Resolution Work to be done by this prime contractor: Type of Contract: CHECK APPLICABLE TYPE ❑ (01) General Construction ❑ (02) Heating/Ventilation ❑ (03) Electrical ❑ (04) Plumbing ❑ (05) Other Contractor Information: ALL INFORMATION MUST BE SUPPLIED CONTRACTOR'S TELEPHONE #: Federal Employer Identification Number: ( ) — �' Name: Address: 0' City: State: Zip: Amount of Contract Approximate Starting Date: / Approximate Completion Date: / Estimated Date Entire Project Will be Completed: / CONTRACTS NOT YET AWARDED Type of Contract (Check all applicable contract types) ❑ (01) General Construction ❑ (02) Heating/Ventilation ❑ (03) Electrical ❑ (04) Plumbing ❑ (05) Other Signature Date PVV-16 (7-00) 0) • Prevailing Rate Schedule 0 Page 01 New York State Department of Labor -------------------------------Case Number--------------------- --------- 0502031 SUFFOLK 2004 -------------------------------------------------------------------------------- Suffolk County General Construction Rates �+ Prevailing Wage Rates for 07/01/04 - 06/30/05 INFORMATION ABOUT PREVAILING RATE SCHEDULE This information isprovided to assist you in the interpretation of particular requirements for each classification of worker contained in the attached Schedule of Prevailing Rates. CLASSIFICATION It is the duty of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and highway, building, sewer and water, tunnel work, or residential, and to make a determination of wages and s upplements to be paid or provided. It is the responsibility of the public work contractor to use the proper rate. If there is aquestion on the proper classification to be used, please call the district office located nearest the project. District office locations and phone numbers are listed below. PAID HOLIDAYS Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listed as a paid holiday, this remuneration is in addition to payment of the required Prevailing rate for the work actually performed. •l OVERTIME Overtime holiday pay isthe premium pay that is required for work performed on i specified holidays. It s only required where the employee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. SUPPLEMENTAL BENEFITS Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of supplements is for each hour worked, some classifications requirethe payment or provision of supplements for each hour paid (including paid holidays on which no work is Performed) and/or may require supplements to be paid or provided at a premium rate for premium hours worked. EFFECTIVE DATES When you review the schedule. for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. The rate listed is valid until the next effective rate change or until the new annual determination which takes effect on July 1 ofeach year. All contractors and subcontractors are required to paythe current prevailing rates of wages and supplements. If you have any questions please contact the Bureau of Public Work or visit the New York State Department of Labor website (www.labor.state.ny.us) for current wage rate information. APPRENTICE TRAINING RATIOS The following are the allowable ratios of registered Apprentices to Journey - workers. For example, the ratio 1:1,1:3 indicates the allowable initial ratio is one Apprentice to one Journeyworker. The Journeyworker must be in place on the Project before an Apprentice is allowed. Then three additional Journeyworkers 0 0 Prevailing Rate Schedule Page 02 New York State Department of Labor - -------- ------------------------- Case Number -------------------------------- 0502031 SUFFOLK 2004 are needed before a second Apprentice is allowed. The last ratio repeats indefinitely. Therefore, three more Journeyworkers must be present before a third Apprentice can be hired, and so on. Please call Apprentice Training Central Office at (518) 457-6820 if you have any questions. Title (Trade) Ratio Boilermaker Mason New York State Department of Labor Carpenter 1:111:4 Electrical (Outside) Lineman 1:1,1:2 Electrician (Inside) 1:1,1:3 Elevator/Escalator Construction & Modernizer 1:1,1:2 Glazier 1:1,1:3 Insulation & Asbestos Worker 1:1,1:4 Iron Worker 1:1,1:6 Laborer 1:1,1:3 Op Engineer 1:1,1:5 Painter 1:1,1:3 Plumber & Steamfitter 1:1,1:3 Roofer 1:1,1:2 Sheet Metal Worker 1:1,1:3 Sprinkler Fitter 1:1,1:2 If you have any questions concerning the attached schedule or would like additional information, please contact the nearest BUREAU of PUBLIC WORK District Office or write to: (7/01/2004) NOTES Admin. -------------------------------------------------------------------------------- OVERTIME/HOLIDAY CODES OVERTIME Following is an explanation of the code(s) listed in the OVERTIME section of each classification contained in the attached schedule. Additional requirements may also be listed in the HOLIDAY section. ( A ) Time and one half of the hourly rate after 7 hours per day. ( AA) Time and one half of the hourly rate after 7 and one half hours per day. ( B ) Time and one half of the hourly rate after 8 hours per day. New York State Department of Labor Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 District Office Locations: Telephone # FAX # Bureau of Public Work - Albany 518-457-2744 518-485-0240 Bureau of Public Work - Binghamton 607-721-8005 607-721-8004 Bureau of Public Work - Buffalo 716-847-7159 716-847-7650 Bureau of Public Work - Garden City 516-228-3915 516-794-3518 Bureau of Public Work - New York City 212-352-6088 212-352-6580 Bureau of Public Work - Rochester 585-258-4505 585-258-4708 Bureau of Public Work - Syracuse 315-428-4056 315-428-4671 Bureau of Public Work - Utica 315-793-2314 315-793-2514 Bureau of Public Work - White Plains 914-997-9507 914-997-9523 Bureau of Public Work - Central Office 518-457-5589 518-485-1870 (7/01/2004) NOTES Admin. -------------------------------------------------------------------------------- OVERTIME/HOLIDAY CODES OVERTIME Following is an explanation of the code(s) listed in the OVERTIME section of each classification contained in the attached schedule. Additional requirements may also be listed in the HOLIDAY section. ( A ) Time and one half of the hourly rate after 7 hours per day. ( AA) Time and one half of the hourly rate after 7 and one half hours per day. ( B ) Time and one half of the hourly rate after 8 hours per day. 4V• Prevailing Rate Schedule 0 Page 03 New York State Department of Labor ----------------------------------Case Number ----------------------------------- W W 6. 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- ( B1) Time and one half of the hourly rate for the 9th 8 10th hours week days and the 1st 8 hours on Saturday.Double the hourly rate for all additional hours. ( C ) Double the hourly rate after 7 hours per day. ( Cl) Double the hourly rate after 7 and one half hours per day. ( D ) Double the hourly rate after 8 hours per day. ( D1) Double the hourly rate after 9 hours per day. ( E ) Time and one half of the hourly rate on Saturday. ( Ell Time and one half 1st 4 hours on Saturday. Double the hourly rate all additional Saturday hours. ( E2) Saturday may be used as a make-up day at- straight time when a day is lost during that week due to inclement weather. ( E3) Between November 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather, provided a given employee has worked between 16 and 37 hours that week. E4) G ) H ) I ) K l M ) N ) PpQ ) R ) Si) and Su y is 1 one ha one ha one he one ha one he one ha be used as a make-up day at straight time g that week due to inclement weather. hourly rate on Saturday and Sunday. hourly rate on Saturday and Holidays. hourly rate on Saturday, Sunday, and Holidays. hourly rate on Sunday. hourly rate on Sunday and Holidays. hourly rate on Holidays. �e hourly rate on Saturday. �e hourly rate on Saturday and Sunday. e hourly rate on Saturday and Holidays. �e hourly rate on Saturday, Sunday, and Holidays. e hourly rate on Sunday. ie hourly rate on Sunday and Holidays. ie hourly rate on Holidays. ,ne half times the hourly rate for Holidayys, if worked. ,ne half times the hourly rate the first 8 hours on Sunday or One and one half times the hourly rate all additional hours. ie hourly rate for Holidays, if worked. !s the hourly rate for Holidays, if worked. i benefits at SAME PREMIUM as shown for overtime. one half for benefits on all overtime hours. NOTE:BENEFITS are PER HOUR WORKED,for each hour worked, unless otherwise noted HOLIDAYS PAID Holidays: Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listed �i as a paid holiday, this remuneration is in addition to payment of the required Prevailing rate for the work actually performed. OVERTIME Holiday Pay: Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. Following isan explanation of the code(s) listed in the HOLIDAY section of each classification contained in the attached schedule. The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. ( 1 ) None. ( 2 ) Labor Day. r] W Page 04 Prevailing Rate Schedule New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 ------------------------------ 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- ( 3 ) Memorial Day and Labor Day. ( 4 ) Memorial Day and July 4th. ( 5 ) Memorial Day, July 4th, and Labor Day. ( 6 ) New Year's Day Thanksgiving Day, and Christmas Day. ( 7 ) Lincoln's Birt day, Washington's Birthday, and Veterans Day. ( 8 ) Good Friday. ( 9 ) Lincoln's Birthday. ( 10 ) Washington's Birthday. ( 11 ) Columbus Day. ( 12 ) Election Day. ( 13 ) Presidential Election Day ( 14 ) 1/2 Day on Presidential Election Day. ( 15 ) Veterans Day. ( 16 ) Day after Thanksgiving Day. before Christmas Day. before New Years Day. iving Day. is Day. Year's Day. ncLuther king, Jr. Day. -------------------------------------------------------------------------------- Asbestos Worker NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs WAGES: (per hour) 7/01/04- 1/03/05- 1/02/05 6/30/05 Asbestos Worker/ Insulator ....... $41.81 $41.56 (Insulating Only) OVERTIME:.... See ( C, 0, V ) ON OVERTIME PAGE. HOLIDAY: Paid:........ See ( 1 ) ON HOLIDAY PAGE. Overtime:.... See ( 5*, 6, 11, 15, 16, 25, 26 ) on HOLIDAY PAGE. For Rem./Abatement: See ( 1 ) on HOLIDAY PAGE. * When working on Labor Day triple (3) time is paid. APPRENTICES:( 1 )year terms at the following percentage of Journeyman's rates. 1st 2nd 3rd 4th 40% 607 70% 80% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman .............. $ 21.74 $ 23.86 Apprentices ............. Same % as Same % as $ 1.74f Sa 3.86f WAGES (per hour) 7/01/04 Removal & Abatement only**...... $ 24.45 Prevailing Rate Schedule • Page 05 New York State Department of Labor --------`-------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------ ------------------------------------- XX On mechanical systemsthat are NOT to be scrapped. ALL other removal or abatement refer to Building Laborer Category Except for Re -Roofing refer to Roofer Category. OVERTIME: See (B) ON OVERTIME PAGE. HOLIDAYS: Paid: See ( 1 ) ON HOLIDAY PAGE. Overtime: See ( 5, 6, * ) on HOLIDAY PAGE. * Easter is paid at time and one-half if worked. APPRENTICES: 1000 hour terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 78% 80% 83% 89% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman Rem & Abatement .......... $ 7.10 9-12a -------------------------------------------------------------------------------- Entire County Entire County Entire 5 Boroughs Entire County Entire County Entire County Entire County Entire County Entire County NTY: Entire County r) 7-01-04- 12-31-04 Boilermaker........... $ 37.90 1-01-05- 8-31-05 $ 39.62 OVERTIME PAY: See ( D,0 ) on OVERTIME PAGE. 0) HOLIDAY: Paid:........ See ( 8, 16, 23, 24 l on HOLIDAY PAGE. Overtime:.... See ( 4, 6, 11, 12, 15, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1/2 ) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 7th 8th 65% 65% 70% 75% 80% 85% 90% 95% SUPPLEMENTAL BENEFITS: (per hour worked) 11 Page 06 Prevailing Rate Schedule New York State Department of Labor -------------------------- -------Case Number ---------------------------------- 0502031 SUFFOLK 2004 ----------------------------------------------- $ 7.81 + $ 8.02 + 48 % of 48 % of wage rate wage rate 4-5 -------------------------------------------------------------------------------- Carpenter - Building and Heavy Highway NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04 Building Carpenter ............. $ 33.32 Heavy/Highway: Carpenter ............. $ 33.32 OVERTIME PAY: See ( B, E, O ) on OVERTIME PAGE. NOTE: ON NEW YORK STATE DEPARTMENT OF TRANSPORTATION AND OR, ANY GOVERNMENT MANDATED OFF SHIFT WORK THE FOLLOWING RATE(S) SHALL APPLY: Monday thru Friday 4:OOpm to 12;00am...... $ 36.31 HOLIDAY: Paid:...... See ( 18,19 ) on HOLIDAY PAGE. Overtime:.. See ( 5,6,16,23,24,25 ) on HOLIDAY PAGE. APPRENTICES ( 1 ) year terms at the following Percentage of Journeyman's Wage: Building Heavy/Highway 1st yr 40% 40% 2nd yr 55% 55% 3rd yr 65% 65% 4th yr 75% 757 SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman $ 24.21 Appr 1st 8 2nd terms 12.45 Appr 3rd 8 4th terms 12.45 (04)Reg.Council Nass/Suff Carpenter - Dockbuilder DUTCHESS COUNTY: Entire County NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs ORANGE COUNTY: Entire County PUTNAM COUNTY: Entire County ROCKLAND COUNTY: Entire County SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County per hour 7/01/04 7/01/05 Addit. Piledriver................ $ 38.79 $ 2.82 Dockbuilder............... 38.79 per hr. �l • Prevailing Rate Schedule 0 Page 07 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------- ------------------------------ OVERTIME:.... See ( B, E2, 0 ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 18, 19 ) on HOLIDAY PAGE. Paid:........ See ( 5, 6, 11, 13, 16, 18, 19, 25 ) for 1st 82nd r.Apprentices Overtime:.... See ( 5, 61 11, 13, 16, 18, 19, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 40% 50% 65% 80% SUPPLEMENTAL BENEFITS: (per hour paid) •; Journeyman ............... S 27.86 Apprentices .............. .18.94 9 - 1456 -------------------------------------------------------------------------------- Coverer Entire County Entire County Entire 5 Boroughs Entire County Entire County Entire County Entire County Entire County 7/01/04 7/01/05 Carpet/Resilient Addit. Floor Coverer .............. $ 43.00 $2.96/hr. OVERTIME:.... See ( B, E, Q ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 18, 19 ) on HOLIDAY PAGE. Paid:........ See ( 5, 6, 11, 13, 16, 18, 19, 25 ) for 1st & 2nd r.Apprentices �? Overtime:.... See ( 5, 6, 11, 13, 16, 18, 19, 25 ) on HOLIDAY PAG. APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 40% 50% 65% 80% SUPPLEMENTAL BENEFITS: (per hour paid) Journeyman ................ $ 26.05 Apprentices 17.80 9 - 2287 ------------------------------------------------------------------------------- Carpenter - Marine Construction/Diver r' W 911 Prevailing Rate Schedule Page 08 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- DUTCHESS COUNTY: Entire County NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs ORANGE COUNTY: Entire County PUTNAM COUNTY: Entire County ROCKLAND COUNTY: Entire County WESTCHESTER COUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 Marine Construction:- Marine Diver............. $ 47.85 11 11 Tender........ $ 35.15 OVERTIME:.... See ( B, E, E2, Q ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 18, 19 ) on HOLIDAY PAGE. Paid:....... See ( 5, 6, 10, 11, 13, 16, 18, 19 ) for 1st & 2ndyr.Apprentices Overtime:... See ( 5, 6, 10, 11, 13, 16, 18, 19 ) on HOLIDAY PAGE. APPRENTICES: (1) year terms at the following percentage of the journeyman's wage. 1st 2nd 3rd 4th 407 50% 65% 80% SUPPLEMENTAL BENEFITS: (per hour paid) Journeyman ................. $ 27.86 Apprentices ............... 18.94 9 - 1456 --------------------------------------------------------- Carpenter - Millwright - --------------------- NASSAU COUNTY: Entire County NEW YORK CITY: Entire County PUTNAM COUNTY: Entire County ROCKLAND COUNTY: Entire County SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 Building: Millwright ................... $ 39.99 OVERTIME:... See ( B, E, E2, Q ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 18, 19 ) on HOLIDAY PAGE. Paid:....... See ( 5, 6, 11, 13, 16, 18, 19, 25 ) for 1st & 2nd yr.Apprentices Overtime:... See ( 5, 6, 11, 13, 16, 18, 19, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 55% 65% 75% 95% SUPPLEMENTAL BENEFITS: (per hour paid) Journeyman ................ • • Page 09 Prevailing Rate Schedule 17.80 New York State Department of Labor ----------------------------------Case Number ----------------------------------- -------------------------------------------------------------------------------- Core Driller 0502031 �i ------------------------------------------------------------------------------- SUFFOLK 2004 SUPPLEMENTAL BENEFITS: (per hour paid) •. PUTNAM COUNTY: South of but including Corner, Mahopac, Croton Falls, east to the following, Cold Spring, Tompkins Connecticut border. Journeyman .. .............. $ 30.46 and Patchoque Road to Route 112 to Appr 1st term ............. 19.63 Appr 2nd term ............. 21.67 NASSAU COUNTY: Entire County Appr 3rd term ............. 24.49 NEW YORK CITY: Entire Appr 4th term ............. 27.74 ------------------------------------------------------- ------------------------ 9 -740.1 �:, Carpenter - Timberman WESTCHESTER COUNTY: Entire County NASSAU COUNTY: Entire County WAGES: (per hour) NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) Driller ................. $ 27.60 Addit. $1.96/hr 7/01/04 7/01/05 Assistant ............. .... 22.88 Timberman .......... $ 37.47 Addit. $3.26/hr. OVERTIME:... See ( B, E, E2, Q ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 18, 19 ) on HOLIDAY PAGE. Paid:....... See ( 5, 6, 11, 13, 16, 18, 19, 25 ) for 1st & 2nd r. Apprentices S, Overtime:... See ( 5, 6, 11, 13, 16, 18, 19, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wa e. st. 2nd. 3rd. 4th. 40% 50% 65% 80% SUPPLEMENTAL BENEFITS: (per hour paid) Journeyman ................ $ 26.05 Apprentices ................. 17.80 9 - 1536 -------------------------------------------------------------------------------- Core Driller �i ORANGE COUNTY: South of but including Hill, New Hampton, Goshen, Blooming Grove, the following Waterloo Mills, Mountainville, east to the Slate Hudson River. PUTNAM COUNTY: South of but including Corner, Mahopac, Croton Falls, east to the following, Cold Spring, Tompkins Connecticut border. SUFFOLK COUNTY: West of Port Jefferson and Patchoque Road to Route 112 to the Atlantic Ocean. NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs ROCKLAND COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 10/17/05 CoreDrilling: Driller ................. $ 27.60 Addit. $1.96/hr Assistant ............. .... 22.88 Addit. $1.71/hr Page 10 Prevailing Rate Schedule New York State Department of Labor ----------------------------------Case Number --------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- Note: Hazardous Waste Pay Differential: For Level C, an additional 10% above wage rate per hour For Level B, an additional 10% above wage rate per hour For Level A, an additional 10% above wage rate per hour Note: When required to work on Hater: an additional $ 0.50 per hour. OVERTIME:... See ( B, E, K)E, P, R" ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 5, 6 ) on HOLIDAY PAGE. Overtime:... * See ( 5, 6 ) on HOLIDAY PAGE. ** See ( 8, 10, 11, 13 ) on HOLIDAY PAGE. Assistant: One (1) year increments at the following percentage of Assistant wages. This is not an apprenticeship for Driller. 1st Year 2nd Year 3rd Year 4th Year 70% 80% 90% 100% SUPPLEMENTAL BENEFITS: (per hour worked) Driller $ 10.36 Assistant 10.36 9-1536 -------------------------------------------------------------------------------- Electrician NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04- 4-30-05 4-29-05 Electrician............ $ 42.00 $ 43.00 Fire Alarm ............. 42.00 43.00 HVAC Controls.......... 42.00 43.00 OVERTIME PAY: See ( B,E,Q,V** ) on Overtime Page. HOLIDAY: Paid:........ See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 5,6,16,25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5th 6th 35% 40% 45% 50% 60% 70% SUPPLEMENTAL BENEFITS: (percents based on hourly wage (above), plus dollar amounts) Journeyman 43.5% + 44.5% + $ 5.89" $ 6.40** App 1st yr 15.0% + 15.0% + $ 3.18** $ 3.51 * App 2nd yr 24.5% + 24.0% + $ 4.07*x $ 4.40)E* App 3rd yr 43.5% + 44.5% + $ 5.89*x $ 6.40** •: APPRENTICES: 1000 hour Periods at the following Percentage of Journeyman's Wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 60% 657 70% 75% 80% 85% 90% 41' *' • Prevailing Rate Schedule 0 Page 11 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 App 4th yr 43.5% + 44.5% + $ 5.89*E $ 6.40*X App 5th yr 43.5% + 44.5% + $ 5.89** $ 6.40)(* App 6th yr 43.5% + 44.5% + S 5.89)E* $ 6.40 PUMP S TANK WORK 7-01-04 Journeyman....... S 35.20 OVERTIME; See ( B, E, Q ) on OVERTIME PAGE. HOLIDAY: Paid:...... See ( 1 ) on HOLIDAYS PAGE. Overtime;.. See ( 5, 6, 16, 25 ) on HOLIDAYS PAGE. APPRENTICES: One ( 1 ) year terms at the following percent of journeyman's rate. 1st 2nd 3rd 4th 5th 40% 50% 60% 70% 85% 0) SUPPLEMENTAL BENEFITS: per hour worked. 50.5% of hourly rate above. --------------------`----------------------------------------------------------- 4-25 Electrician - Lineman NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County For Utility Distribution 8 Transmission Line Construction. WAGES: (per hour) 7-01-04 Lineman / Splicer ............... S 35.20 Material Man .................... 30.62 Heavy Equip.Operator............ 28.16 Groundman ....................... 21.12 Flagman ......................... 15.84 OVERTIME PAY: See ( B,Q ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 5,6,8,16,23,25,26 ) on Holiday page. Overtime:... See ( 1 ) on Overtime Page. •: APPRENTICES: 1000 hour Periods at the following Percentage of Journeyman's Wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 60% 657 70% 75% 80% 85% 90% 41' *' Page 12 Prevailing. Rate Schedule New York State Department of Labor ----------------------------------Case Number---------------------- ----- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- SUPPLEMENTAL BENEFITS: (percents based on gross wages -others per hour) 247. + (of Hourly Rate) S 5.91 Underground Natural Gasline Mechanic (2" or less) Supplemental Benefits: ( per hour worked ) 12% + 14% + $ 5,96 $ 5.96 4-1049 Line/Gas ----------------------------------------------------- — ------------------------- Electrician - Maintenance NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County "PLEASE NOTE" Applicable to electrical maintenance of existing electrical systems including, but not limited to traffic signals 8 street lighting. WAGES: (per hour) 7-01-04 Journeyman ........ $ 32.30 OVERTIME PAY: See ( B, H, ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 5, 6, 16, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following wage. 1st 2nd 3rd 4th 5th 40% 507 60% 70% 80% SUPPLEMENTAL BENEFITS: (percent(s) based on hourly wage (above), plus dollar amount) 35.5% + S 2.71 4-25m -------------------------------------------------------------------------------- 7-01-04- 2-27-05 2-26-05 Journeyman U.G.Mechanic....... S 29.41 S 30.59 OVERTIME: See ( B, G, P ) HOLIDAYS:: Paid: See ( 5, 6, 8, 16, 23, 25, 26 ) on Holiday Page. Overtime: See ( 1 ) on Overtime Page. Supplemental Benefits: ( per hour worked ) 12% + 14% + $ 5,96 $ 5.96 4-1049 Line/Gas ----------------------------------------------------- — ------------------------- Electrician - Maintenance NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County "PLEASE NOTE" Applicable to electrical maintenance of existing electrical systems including, but not limited to traffic signals 8 street lighting. WAGES: (per hour) 7-01-04 Journeyman ........ $ 32.30 OVERTIME PAY: See ( B, H, ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 5, 6, 16, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following wage. 1st 2nd 3rd 4th 5th 40% 507 60% 70% 80% SUPPLEMENTAL BENEFITS: (percent(s) based on hourly wage (above), plus dollar amount) 35.5% + S 2.71 4-25m -------------------------------------------------------------------------------- 91 • Prevailing Rate Schedule 0 Page 13 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 -------------------------------------------------------------------------------- Electrician - Teledata NASSAU COUNTY: Entire County 101 SUFFOLK COUNTY: Entire County "PLEASE NOTE" This rate classification applies to all Voice Data 8 Video work; excluding Fire Alarm Systems and Energy Managgement (HVA E Controls), in those cases the regular Electrician rate applies. To ensure proper rate please call the Garden City District Office at (516) 228-3915. WAGES: (per hour) 7-01-04 (Telephone and Integrated Tela -Data Systems) Journeyman ............. 5 30.69 OVERTIME PAY: See ( B, E, Q ) on OVERTIME PAGE.. HOLIDAYS: Paid: See (1) on HOLIDAY PAGE. Overtime: See (5,6,11,12,16,25)) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS: (percent(s) based on hourly wage (above), plus dollar amount) ri Journeyman 47.5% + 5 1.41 4-25tele -------------------------------------------------------------------------------- Electrician - Tree Trimmer NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04- 1-03-05 1-02-05 (TREE TRIMMER) Line Clearance Specialist.......... $ 22.28 5 23.06 OVERTIME: See ( B, E, P, T ) on OVERTIME PAGE. W HOLIDAY: Paid:.... See ( 5, 6, 8 9 10 11 16, ) on HOLIDAY PAGE. Overtime: See ( 1 ) on 6VOTIM9 PA6E. SUPPLEMENTAL BENEFITS: (per hour worked) W 14.5% + of 15.57+ of $ 4.37 hourly 5 4.71 hourly rate rate 4-1049/Tree -------------------------------------------------------------------------------- Elevator - Constructor W 01 *` Page 14 Prevailing Rate Schedule New York State Department of Labor - --------------------------------- Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- ROCKLAND COUNTY: Entire County except for the Township of Stony Point WESTCHESTER COUNTY: Entire County except for the Townships of Bedford, Lewisboro, Cortland, Mt. Kisco, North Salem, Pound Ridge, Somers and Yorktown. NASSAU COUNTY: Entire County NEW YORK COUNTY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 Elevator Constructor .............. $ 40.89 " Modern. & service............ $ 32.735 OVERTIME:.. CONSTRUCTOR. See ( C, 0 ) on OVERTIME PAGE. OVERTIME:.. MODERN./SERV.See ( B, H ) on OVERTIME PAGE. HOLIDAY: Paid:...... See ( 5, 6, 9, 11, 15, 16, 25 ) on HOLIDAY PAGE. Overtime:.. See ( 5, 6, 9, 11, 15, 16, 25 ) on HOLIDAY PAGE. APPRENTICE: (1) year terms at the followingh 5th percenta 1st 2nd 3rd 4tge of Journeyman's wage. CONST. $16,60 22.36 26.43 30.50 30.50 MOD & SVC $16.32 17.88 21.13 24.38 24.38 SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman and Apprentices: Construction ................... $ 19.970 Appr. 1st year ................ 14.308 Appr. 2nd year ................ 15.487 Appr. 3rd ear ................ 16.478 Appr. 4th 9 5th year ............. Modern./Service ................ 18.919 Appr. 1st year ................ 14.210 Appr. 2nd year ................ 14.907 Appr. 3rd yyear ..... .......... 15.793 Appr. 4th & 5th year .......... 16.679 -------------------------------------------------------------------------------- 9-1 DUTCHESS COUNTY: Entire county NASSAU COUNTY: Entire county NEW YORK CITY: Entire 5 boroughs ORANGE COUNTY: Entire county PUTNAM COUNTY: Entire county ROCKLAND COUNTY: Entire county SUFFOLK COUNTY: Entire county SULLIVAN COUNTY: Entire county ULSTER COUNTY: Entire county WESTCHESTER COUNTY: Entire county WAGES: (per hour) 07/01/04 Glazier ................. $ 39.15 OVERTIME:... See ( C*, D* 0 ) on OVERTIME PAGE. * Denotes if an optional 8th hour is required same will be at the � • Prevailing Rate Schedule 0 Page 15 New York State Department of Labor - --------------------------------- Case Number ----------------------------------- 0502031 SUFFOLK 2004 ----------------------------------------------------------------------------- regulregular rate of pay. If 9th hour is worked then both hours or more ( ar and 9th or more ) will be at the double time rate of pay. HOLIDAY: Paid:...... See ( 1 ) on HOLIDAY PAGE. Overtime:.. See ( 5, 6, 16, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following wage rates. 1st 2nd 3rd 4th $ 13.49 $ 19.60 $ 23.51 $ 31.33 SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman .. ..........$ 17.42 Appr 1st term .......... 6.95 Appr 2nd term .......... 11.29 Appr 3rd term .......... 12.51 Appr 4th term .......... 14.97 9-1281 ---------------------------------------------------------------(DC9-NYC) Ironworker - Derrickman/Rigger NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 07/01/04 .i Derrickman/Rigger.......... $ 38.13 OVERTIME:.. See ( A*, 01, E*X, Q, V ) on OVERTIME PAGE. *Time and one-half shall be paid for all work in excess of seven (7) hours at the end of a work day to a maximum of two hours on any regular work day (the eighth (8th) and ninth (9) hours of work) and double time shall be paid for all work thereafter. **Time and one-half shall be paid for all work on Saturday up to seven �+ (7) hours and double time shall be paid for all work thereafter. HOLIDAY: Paid:...... See ( 1 ) on HOLIDAY PAGE. Overtime:.. See ( 5, 6, 8, 10 ) on HOLIDAY PAGE. APPRENTICES: ( 1/2 ) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 60% 707. 80% 90% 90 SUPPLEMENTAL BENEFITS: (per hour worked) $ 30.07 9-197 01 Ironworker - Ornamental NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04- 01/01/05 12/31/04 41 0? Page 16 Prevailing Rate Schedule New York State Department of Labor ---------------------------------- Case Number-------------------------------- 0502031 ------------------------------0502031 SUFFOLK 2004 ------------------ —-------------------------------------------------------- — - Ornamental .................$ 38.59 Additional Chain Link Fence........... 38.59 $ 2.35/ Guide Rail Installation.... 38.59 Hour OVERTIME:... See ( A*, D1, E)E*, Q, V ) on OVERTIME PAGE. *Time and one-half shall be paid for all work in excess of seven (7) hours at the end of a work day to amaximum of two hours on any regular work day (the eighth (8th) and ninth (9th) hours of work) and double time shall be paid for all work thereafter. **Time and one-half shall be paid for all work on Saturday up to seven (7) hours and double time shall be paid for all work thereafter. HOLIDAY: Paid:........ See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 5, 6, 8 ) on HOLIDAY PAGE. APPRENTICE (1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 60% 65% 70% 80% 857 95% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman .............. 29.41 Appr 1st term ........... 17.65 Appr 2nd term ........... 19.11 Appr 3rd term ........... 20.58 Appr 4th term ........... 23.53 Appr 5th term ........... 24.99 Appr 6th term ........... 27.94 9-580 -------------------------------------------------------------------------------- Ironworker - Reinforcing ROCKLAND COUNTY: Southern Section NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 Reinforcing & Metal Lathing ............. $ 41.00 OVERTIME:.... See ( A*, E*, Q, V ) on OVERTIME PAGE. * All overtime in excess of ten ( 10 ) hours shall be paid at double wage. HOLIDAY: Paid:........ See ( 1 ) on HOLIDAY PAGE. Overtime:... See ( 5, 6, 8, 10, 11, 13, 18, 19 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following wage rates. 1st 2nd 3rd 4th $24.00 $27.50 $31.50 $35.50 d1i • Prevailing Rafe Schedule 0 Page 17 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- Building Laborer: $ 25.85 *(For Asbestos Removal Rate See Below) OVERTIME PAY: See ( A, E, E2, Q ) on OVERTIME PAGE. HOLIDAYS: Paid:........ See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 5,6,7,11,12 ) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS: (per hour worked) $ 19.44 e L L3 SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman ............ $ 26.23 Apprentices: 1st term .............. 18.23 2nd term .............. 19.73 3rd term .............. 20.73 4th term .............. 21.73 9-46 �, -------------------------------------------------------------------------------- Ironworker - Structural NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 1/01/05 Structural ................$ 38.95 Additional Riggers ................... 38.95 $2.25 • Machinery Movers.......... 38.95 per hour it 11 Erectors ........ 38.95 OVERTIME:... See (B*, E**, Q, V ) on OVERTIME PAGE. * Time and one-half shall be paid for all work in excess of (8) eight hours at the end of a work day to a maximum of two hours on any regular work day (the ninth (9th) and tenth (10th) hours of work) and double time shall be paid for all work thereafter. ** Time and one-half shall be paid for all work on Saturda up to eight (8) hours and double time shall be paid for all work they reafter. HOLIDAY: Paid:...... See ( 1 ) on HOLIDAY PAGE. Overtime:— See ( 5, 6, 8, 18, 19 ) on HOLIDAY PAGE. APPRENTICES: ( 1/2 ) year terms at the following wage. 1st. 2nd. 3rd. 4th. 5th. 6th. $ 19.40 20.00 20.00 20.60 20.60 20.60 w SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman ............... $ 38.33 Apprentices ............. 27.18 9-40/361 Laborer - Building NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04 Building Laborer: $ 25.85 *(For Asbestos Removal Rate See Below) OVERTIME PAY: See ( A, E, E2, Q ) on OVERTIME PAGE. HOLIDAYS: Paid:........ See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 5,6,7,11,12 ) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS: (per hour worked) $ 19.44 e L L3 Page 18 Prevailing Rate Schedule New York State Department of Labor ----------------------------------Case Number --------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- APPRENTICES: Regular Hour Terms ( Not available for Abatement Work) TERMS WAGES/HR SUPPLEMENTS/HR 1 hr. to 1000 hrs............ $ 15.51 $ 7.70 1001 hrs. to 2000 hrs. 18.10 8.79 2001 hrs. to 3000 hrs. 20.68 8.94 3001 hrs. to 4000 hrs. 23.27 9.10 *ASBESTOS REMOVAL ONLY 7-01-04 (Re -Roofing see Roofer Category) Asbestos Removal Worker: $ 25.50 SUPPLEMENTAL BENEFITS: (per hour worked) $ 9.91 4-66 ----------------------------------------------------------------- -------------- Laborer - Excavation NASSAU COUNTY: Entire County NEW YORK CITY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 7/01/05 Laborer/ Excavation: Basic ..........................$ 32.44 $ 33.59 Flagman ........................ 32.44 33.59 Pipelayer...................... 32.44 33.59 Tree Work, Landscape........... 32.44 33.59 OVERTIME:... See ( B, E, Q ) on OVERTIME PAGE. HOLIDAY: Paid:...... See ( 2, 20 ) on HOLIDAY PAGE. Overtime:.. See ( 5, 6, 11, 13 ) on HOLIDAY PAGE. APPRENTICES: 1000 hour terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 50% 607 75% 90% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman & Apprentices: $ 17.56 $ 18.69 9-731Ex -------------------------------------------------------------------------------- Laborer - Free Air NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County GROUP A: Blasters. GROUP B: Tunnel workers * (including Miners, Drill Runners, Iron Men, Maintenance Men, Conveyor Men, Safety Miners, Riggers, Block Layers, Cement Finishers, Rod Men, Caulkers, Powder Carriers, Miners Helpers, Chuck Tenders, Track Men, Nippers, Brake Men,Derail Men, Form Men, Bottom Bell, Top Bell or Signal men, Form Workers, Movers, Concrete Workers, Shaft Men, Tunnel Laborers and Caulkers' Helpers). 0 �i 0 0 Page 19 « Prevailing Rate Schedule New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK ------------------------------------ 2004 ----------------------------------------- GROUP C: Powder Watchmen, Top Laborers and Changehouse Attendants. WAGES: (per hour) 7/01/04 Laborer (Tunnel) -FREE AIR: Group A ...................... $ 32.52 Group B ...................... $ 31.11 Group C ...................... $ 28.74 Small Bore Micro Tunnel Machines B0X of rates above For Repairs on Existing Water Tunnels 90% of rates above For Repairs of Sewer 8 Drainage Tunnels 85 of rates above For Repair 8 Maintenance of all Subway 8 80% of rates above Vehicular Tunnels OVERTIME:..... For Laborer (Free Air) See ( D, M, R* ) on OVERTIME PAGE. For Repair Categories See ( B, F, R* ) on OVERTIME PAGE. 8 Micro Tunneling * Straight time first 8 hours, double time after 8 hours. HOLIDAY: Paid:....... See ( 5, 6, 9, 11, 12, 15, 25 ) on HOLIDAY PAGE. Overtime:... See ( 5, 6, 9, 11, 12, 15, 25 ) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS . GROUP A $ 32.78 per hour paid + 0.28 per hour worked + 3.00 per davy + 0.16 per oertime hour. GROUP B $ 31.34 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour. GROUP C $ 28.92 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour. Small Bore Micro Tunnel Machines 80% of rates above For Repairs on Existing Water Tunnels 90Y of rates above For Repairs of Sewer 8 Drainage Tunnels 85% of rates above For Repair 8 Maintenance of all Subway 8 807 of rates above Vehicular Tunnels -------------------------------------------------------------------------------- 9-147Tnl/Free Laborer - Heavy Highway NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County Laborer (Heavy/Hi hway): GROUP # 1: Asphalt Rakers and Formsetters. GROUP # 2: Asphalt Shovelers, Roller Boys and Tampers. GROUP #3: Basic Laborer, Power Tool, Trackman, Landscape, Pipelayer, -Jackhammer and Concrete, Traffic Control Personnel. 0 �i Page 20 Prevailing Rate Schedule New York State Department of Labor -------------------------- — ------Case Number------------------- -------- 0502031 SUFFOLK 2004 --------- — -------------------------------------------------------------------- WAGES: (per hour) 7-01-04- 6-01-05 5-31-05 Laborer: GROUP # 1 ............. S 29.00 ADD $ 1.67/Hr. GROUP # 2.. 28.23 ADD $ 1.64/Hr. GROUP # 3 ............. 25.90 ADD $ 1.56/Hr. NOTE: PREMIUM PAY 20% -on straight time hours for NEW YORK STATE O.O.T and other GOVERNMENTAL MANDATED off -shift work. NOTE: Additional 10% Hourly Wage for Hazardous Material Work, APPRENTICES: ( 1 ) year terms at the following Percentages of Journeymans Wage. 1st year.......... 807 2nd year.......... 90% OVERTIME PAY: See ( B, E2, F ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 1 ) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS: (per hour worked) S 17.12 (After forty hours paid) $ 10.67 4-1298 Laborer - Tunnel Compressed Air NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County GROUP lz Blasters, Mucking and Machine Operators. GROUP 2z Tunnel Workers* x (including Miners, Drill Runners,Iron Men, Maintenance Men, Inside Muck Lock Tender, Pumpmen, Electricians, Cement Finishers, Rod Men, Caulkers, Carpenters, Hydraulic Men, Shield Drivers, Monorail Operators, Motor Men, Conveyor Men, Safety Miners, Powder Carriers, Pan Men, Riggers, Miner's Helpers, Chuck Tenders, Track Men, Nippers, Brake Men, Form Workers, Concrete Workers, Tunnel Laborers,Caulker's Helpers), Hose Men, Grout Men, Gravel Men, Derail Men and Cable Men. GROUP 3: Top Nipper GROUP 4: Outside Man Lock Tender, Outside Muck Lock Tender, Shaft Men,Gauge Tender and Signal Men. GROUP 5: Powder Watchmen, Top Laborers and Changehouse Attendants. WAGES: (per hour) 7/01/04 La borer(Compressed Air) GROUP 1 .....................5 34.09 GROUP 2 ..................... 32.89 GROUP 3 ..................... 32.28 GROUP 4 ..................... 31.69 GROUP 5 ..................... 27.12 APPRENTICES: ( 750 hour ) terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5TH (500 Hrs) 6TH (500 Hrs) 50% 60% 70% 80% 90% 95% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman: .................... $ 18.03 Apprentice: .................... 10.40 • 9-1Brk • • Page 21 � Prevailing Rate Schedule New York State Department of Labor ----------------------------------Case Number- --------------------------------- 0502031 ------------------------------------------------------------------------------- SUFFOLK 2004 OVERTIME: .... See ( 0, M, R* ) on OVERTIME PAGE. NOTE: Time and one-half to be paid for all overtime repair -maintenance work on existing equipment and facilities. * Straight time first 8 hours, double time after 8 hours. HOLIDAY: Paid:....... See ( 5, 6, 9, 11, 12, 15, 25 ) on HOLIDAY PAGE. Overtime:... See ( 51 6, 9, 11, 12, 15, 25 ) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS : GROUP 1 $ 34.34 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour . GROUP 2 $ 33.20 per hour paid + 0.28 per hour worked + 3.00 per day + �. 0.16 per overtime hour GROUP 3 $ 32.57 per hour paid + 0.28. per hour worked + 3.00 per day + 0.16 per overtime hour GROUP 4 $ 31.98 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour GROUP 5 $ 30.54 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour ------------------------------------------------------------ 9-147Tnl/Comp Air ---------------- Mason - Building Bricklayer NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 Building: Bricklayer .................$ 38.42 OVERTIME:... See ( A, E, Q ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 1 ) on HOLIDAY PAGE. Overtime:... See ( 5, 6, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 750 hour ) terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5TH (500 Hrs) 6TH (500 Hrs) 50% 60% 70% 80% 90% 95% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman: .................... $ 18.03 Apprentice: .................... 10.40 • 9-1Brk Prevailing Rate Schedule Page 22 New York State Department of Labor ----------------------------------Case Number --------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- ---------------------------------------------------------------------------- -- Mason - Building Mosaic and Terrazzo Worker NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) Building: 7/01/04 Mosaic & Terrazzo Worker .......... $ 41.68 Finisher ........ $ 40.37 OVERTIME:... See ( A, E, Q, V* ) on OVERTIME PAGE. * ADD $ 8.05 per hour to supplements on time & one-half overtime hours. * ADD $ 10.05 per hour to supplements on double-time overtime hours. HOLIDAY: Paid:...... See ( 1 ) on HOLIDAY PAGE. Overtime:.. See ( 5, 6, 8, 11, 15, 16, 25 ) on HOLIDAY PAGE. APPRENTICES: (750 Hour) terms at the following percentage of the journeymans wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 80% 95% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman: $ 18.55 Apprentices: Same percentages as wages. 9-7/3 -------------------------------------------------------------------------------- Mason - Building Tile Setters NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs ORANGE COUNTY: Entire County PUTNAM COUNTY: Entire County ROCKLAND COUNTY: Entire County SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 12/01/04 6/01/05 12/01/05 Buildingg: Tile Setters ........5 38.85 $ 39.85 $ 41.31 $ 42.27 OVERTIME:... See ( A, E, Q ) on OVERTIME PAGE. HOLIDAY: Paid:...... See ( 1 ) on HOLIDAY PAGE. Overtime:.. See ( 5, 6, 8, 10, 11, 15, 16 ) on HOLIDAY PAGE. APPRENTICES: ( 750 hr)terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 507. 55% 657. 75% 85% 95% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman:........ $ 18.12 $ 18.43 $ 18.78 $ 19.28 Apprentice $ 9.43 + 9.43 + 9.43 + 9.93 + wage percentage of $ 8.43 9.00 9.35 9.35 9-7/52 -------------------------------------------------------------------------------- HOLIDAY: PAID:....... See ( 1 ) on HOLIDAY PAGE. OVERTIME:... See ( 5, 6, 6, 11, 13, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1/2 ) year terms at the following • • Page 23 0 wages and fringes. Prevailing Rate Schedule New York StateDepartmentof 6th Labor --^------------------------------- Case Number--------------^ ------ 0502031 ------------------------------------------------------------------------------- SUFFOLK 2004 Mason - Cement Apprentices: NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES: (per hour) 4th term 17.34 7/01/04 Cement Mason ............ $ 39.00 OVERTIME:... See ( C, 0, V ) on OVERTIME PAGE. 9-780 -------------------------------------------------------------------------------- Mason - Marble HOLIDAY: PAID:....... See ( 1 ) on HOLIDAY PAGE. OVERTIME:... See ( 5, 6, 6, 11, 13, 25 ) on HOLIDAY PAGE. 01 *1 I APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wages and fringes. 1st 2nd 3rd 4th 5th 6th 50% 60% 70% 80% 90% 95% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman; $ 19.60 Apprentices: 1st term 13.73 2nd term 14.93 3rd term 16.14 4th term 17.34 5th term 18.55 6th term 19.24 9-780 -------------------------------------------------------------------------------- Mason - Marble NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 1/01/05 7/01/05 1/01/06 Building: Marble/ Sawyer, Rubber & Polisher ...................$ 34.63 $ 35.28 $ 35.93 $ 36.58 Marble Restoration Finishers .................... 18.06 18.26 18.46 18.66 OVERTIME:.. See ( A, E, 4, V ) on OVERTIME PAGE. HOLIDAYS: Paid:...... Journeymen receive 1/2 days pa for Labor Day. Cleaner, Maintenance and 1ST three terms of Apprentices See ( 5 6, 11, 15 ) �- on HOLIbAY PAGE. All others See ( 1 ) on HOLIDAY PAGE. Overtime:.. See ( 5, 6, 11, 15 ) on HOLIDAY PAGE. APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wa e. st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 60% 65% 70% 80% 90% 95% 01 *1 I Page 24 Prevailing Rate Schedule New York State Department of Labor ----------------------------------Case Number --------------=------------------ 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman -Polisher ......... $ 13.93 $ 14.28 S 14.63 $ 14.98 -Finisher......... 5.35 5.65 5.95 6.25 Apprentice .................. 7.15 + 7.50 + 7.85 + 8.20 + wage percentage of $ 6.78 6.78 6.78 6.78 9-7/24 -------------------------------------------------------------------------------- Mason - Marble Cutters and Setters NEW YORK CITY: Entire 5 Boroughs EXCEPT for projects that fall within a fifty -mile radius of Columbus Circle in New York City. WESTCHESTER COUNTY: Entire county WAGES: (per hour) 7/01/04 1/01/05 7/01/05 1/01/06 Building: Marble Cutters & Setters ...................$ 44.00 $ 45.10 $ 46.20 $ 47.30 OVERTIME: See ( B, 0, V ) on OVERTIME PAGE attached. HOLIDAY: Paid:..., Journeymen receive 1/2 days pay for Labor Day. Apprentices 1st three terms See ( 5, 6, 8, 11, 15 ) on HOLIDAY PAGE, Plus any day following a Thursday or Sunday Holiday. *All others See ( 1 ) on HOLIDAY PAGE. Overtime: See ( 5, 6, 8, 11, 15, ) on HOLIDAY PAGE. APPRENTICES: ( 1/2 ) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 80% 95% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman ................$ 17.00 $ 17.40 $ 17.80 $ 18.20 Apprentice ................ 7.25 + 7.60 + 7.95 + 7.95 + wage percentage of $ 9.75 9.80 9.85 9.85 9-7/4 -------------------------------------------------------------------------------- Mason - Marble Rigger NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 1/01/05 7/01/05 1/01/06 Marble -Riggers, Crane & Derrickman....... $ 37.13 $ 37.83 $ 38.58 $ 39.23 OVERTIME:... See ( C, 0, V ) on OVERTIME PAGE. HOLIDAY: Paid:...... 1/2 Dag for Labor Day. Overtime:.. See ( 5, 6, 8, 11, 15, 25 ) on OVERTIME PAGE. APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 75% 85% 95% SUPPLEMENTAL BENEFITS: (per hour worked) W W • Prevailing Rate Schedule Page 25 New York State Department of Labor ----------------------------------Case Number ----------------------------------- 0502031 SUFFOLK ------------------------------------------------------------------------------- 2004 Journeyman...............$ 17.77 $ 18.12 $ 18.47 S 18.82 Apprentice ...............$ 7.60 + 7.95 + 8.30 + 8.65 + wage percentage of $ 10.17 10.17 10.17 10.17 9-7/20 -------------------------------------------------------------------------------- Mason - Paver NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County * Shall include but not limited to: fired clay brick pavers, pre -cast con- crete slabs (london walks), pressed concrete pavers, cobble stone, all types of flagging, asphalt concrete pavers- asphaltic cement sand and stone aggregate, unit safety surface. WAGES: (per hour) 7/01/2004 Journeyman ........................$ 24.12 Apprentice ( one year term )...... 20.27 OVERTIME:..... See ( B, E, Q ) on OVERTIME PAGE. HOLIDAY: Paid:......... See ( 1 l on HOLIDAY PAGE. Overtime:..... See ( 5, 6, 25 ) on HOLIDAY PAGE. •; SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman ........................5 10.76 Appr .............................. 6.08 -------------------------------------------------------------------------------- 9-1 Paver Mason - Pointer/Caulker/Cleaner NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES (per hour) 7/01/04 Pointer, Cleaner,& Caulker (Mason) ........... $ 33.46 OVERTIME:... See ( B, H, E2 ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 1 ) on HOLIDAY PAGE. Overtime:... See ( 5, 6 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following wage rates. 1st 2nd 3rd 4th $16.80 19.69 25.75 31.30 SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman .. ..... ..$ 15.94 Appr 1st term .......... 2.50 Appr 2nd term .......... 5.91 Appr 3rd term .......... 6.50 Appr 4th term .......... 6.50 W W Page 26 Prevailing Rate Schedule New York State Department of Labor -------------------------------- Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- 9-1PCC -------------------------------------------------------------------------------- Mason - Stone Setters NASSAU COUNTY: Entire County NEW YORK CITY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 Stone Setter ........... $ 42.58 OVERTIME:... See ( C*,E**,Q ) on OVERTIME PAGE. * On weekdays the eighth (8th) and ninth (9th) hours are time and one-half all work thereafter is paid at double the hourly rate. ** The first seven (7) hours on Saturday is paid at time and one-half all work thereafter is paid at double the hourly rate. HOLIDAY: Paid:....... See ( 8, 25 l on HOLIDAY PAGE. Overtime:... See ( 5, 6 ) on HOLIDAY PAGE. APPRENTICES: ( 750 hour ) terms at the following percentage of journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 50% 60% 70% 80% 907 100% SUPPLEMENTAL BENEFITS: (per hour paid) Stone Setter ............ $ 25.43 Stone Tender............ 10.95 1st year apprentice..... 15.06 9-1Stn -------------------------------------------- ----------------------------------- Mason - Tile Finisher NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs ORANGE COUNTY: Entire County PUTNAM COUNTY: Entire County ROCKLAND COUNTY: Entire County SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 12/01/04 6/01/05 12/01/05 Building: Tile Finisher .............$ 32.19 $ 33.29 $ 33.39 $ 34.00 OVERTIME:.... See ( A, E, Q ) ON OVERTIME PAGE. HOLIDAY: Paid:....... See ( 1 ) on HOLIDAY PAGE. Overtime:... See ( 5, 6, 8, 10, 11, 15, 16 ) on HOLIDAY PAGE. APPRENTICES: ( 750 hour ) terms at the following percentages of journeyman's e. 1st 2nd 3rd 4th wa th 6th 7th 8th 50% 55% 65% 70% 757, 85% 90% 95% t' • Prevailing Rate Schedule • Page 27 New York State Department of Labor ----------------------------------Case Number--------------- --------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman ................$ 15.35 $ 15.35 $ 16.35 $ 16.85 Apprentices ............... $ 7.00 + 7.00 + 7.00 + 7.50 + wage percentage of $ 8.35 8.35 9.40 9.35 9-7/88 -------------------------------------------------------------------------------- Operating En ineer - Building NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County BUILDING CATEGORIES: CLASS " AA "CRANES: Crane Truck Crane, Derrick, Oragline, Dredge, Crawier Crane, Tower Crane & Pile Driver. CLASS "A": Asphalt Spreader, Backhoe Crawler, Boiler, Boring Machine, Cherry Picker (over 50 tons), Concrete Pump, Gradall, Grader, Hoist, Loading Machine (10 yds. or morel Milling Machine, Power Winch- es, Stone Setting/Structural Steel & Truck Mounted Powerhouse, Road Paver, Scoop -Carryall -Scraper in Tandem, Shovef, Sideboom Tractor, Stone Spreader (self-propelled), Tank Work, Tower Crane Engineer. CLASS "B": Backhoe, Boom Truck, Bulldozer, Boring Machine/Auger,Cherry Picker (under 50 Tons), Conveyor -Multi Dinkey Locomotive, Fork Lift, Hoist (2 Drum), Loading MacAine & Front Loader, Mulch Machine (Machine Fed), Power Winches (Not Included in Class "A"), Asphalt Roller, Hydraulic Pump with Boring Machine, Scoop, Carryall, Scaper, Maintenance Man on Tower Crane, Trenching Machine, Vermeer Cutter, Work Boat. CLASS "C": Curb Machine, Maintenance Engineer (Small Equip.8 Well Point) Field Mechanic, Milling Machine (Small) Pu vi Mixer, Pumps (afl), Roller (dirt), Ridge Cutter, Vac -All, SAotblaster, Striping Machine, Interior Hoist, Concrete Finish Machine, Concrete Spreader, Conveyer, Curing Machine, Hoist (one drum). CLASS "D": Concrete Breaker, Concrete Saw/Cutter, Fork Life or Walk Behind (power operated), Generator, Hydra Hammer, Compactors (mechanical or hand operated), Pin Puller, Portable Heaters, Power Booms, Power Buggies, Pump (double action diaphragm). CLASS "E": Batching Plant, Generator, Grinder, Mixer, Mulching Machine, Oiler, Pump (gypsum), Pump (single action diaphragm) Stump Chipper, Track Tamper, Tractor (caterpiller or wheelf, Vibrator, Deck on Workboat. W WAGES: (per hour) 7-01-04 Class "AA" ............... $ 45.06 Cranes:. Boom lenwth over 100 feet add $ 1.00 per hour " 11ISO " 115 1.50 n n " 250 " " $ 2.00 It 350 " " $ 3.00 Class "A" ............... $ 39.72* *Add $3.50 for Hazardous Waste Work Class "B" ................ $ 37.67)( *Add $2.50 for Hazardous Waste Work Class "C" ................ $ 36.32)( W Prevailing Rate Schedule Page 28 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 --------------------------------- --------------------------------------------- *Add $1.50 for Hazardous Waste Work Class "D.. ................ 5 33.58 Class "E.. ................ 32.20 OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE. HOLIDAYS: Paid:........ See ( 5, 6, 8, 9, 15, 25 ) on HOLIDAY PAGE. "NOTE": Employee must beemployed day before and day after a holiday to receive holiday pay. Overtime:.... See ( 5, 6, 8, 9, 15, 25 ) on OVERTIME PAGE. APPRENTICE ( 1 ) year terms at the following rates; 1st yr ................... 5 19.90 2nd yr ................... 20.70 3rd yr ................... 21.33 SUPPLEMENTAL BENEFITS: (per hour worked) ALL CLASSES .............. $ 23.79 Note: OVERTIME AMOUNT..... 20.60 APPRENTICES .............. $ 15.14 Note: OVERTIME AMOUNT..... 5.60 4-138 -------------------------------------------------------------------------------- Operatin8 En Weer - Heavyy Hi hway NASSAU COUNTY: Entire GOun y SUFFOLK COUNTY: Entire County HEAVY/HIGHWAY CATEGORIES: CLASS "AA" CRANES: Crane, Truck Crane, Derrick, Dragline,.Dredge, Crawler Crane, Tower Crane, Pile Driver. CLASS "A": Asphalt Spreader, Backhoe Crawler, Boiler Cherrypicker (over 50 tons), Concrete Pump, Grader, Grade 11, Hoist Loading Machine 10 yds. or morel, Milling Machine, Power Winch -Stone Setting/Structural Steel or Truck Mounted, Powerhouse, Road Paver, Scoop-Carryall-Scaper in Tandem, Shovel, Sideboam Tractor, Stone Spreader (self propelled), Tank Work, Track Alignment Machine. CLASS "B": Backhoe, Boom Truck, Bulldozer, Boring Machine/Auger,Cherry Picker (under 50 tons), Conveyor -Multi, Dinky Locomotive, Fork Lift, Hoist (2 drum), Loading Machine & Front Loader, Mulch Machine (machine fed) Power Winches (all others not included in CLASS A), Aspheit Roller, Hydraulic Pump with Boring Machine, Scoop, Carryall, Scaper, Maintenance Man on Tower Crane, Trenching Machine, Vermeer Cutter, Work Boat. CLASS "C": Curb Machine, Maintenance Engineer (Small Equip. & Well Point), Field Mechanic, Milling Machine (Small), Pulvi-Mixer, Pumps, Roller (Dirt), Vac -Ally Weldingg/Burning Compressor (Structural Steel & 2 or more Batteries), l:oncrete �inish Machine, Concrete Spreader, Conveyor, Curing Machine, Fireman Hoist (One Drum), Ridge Cutter, Striping Machine, WeldingMacAine (Structural Steel & Pile Work). CLASS "D": Compressor (Pile,CraneyStone Setting), Concrete Saw Cutter/ Breaker, Work Lift (Walk Behind,Power Operated), Generator (Pile Work),Hydra Hammer, Hand Operated Compactor, Pin Puller, Prevailing Rate Schedule 0 Page 29 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- Portable Heater, PoweredBroom/Buggy/Grinder, Pump (Single Action -1 to 3 Inches/Gypsum/Double Action Diaphragm), Hand Trenching Machine, Welding Machine. CLASS "E": Batching Plant, Generator, Grinder, Mixer, Mulching Machine, Oiler, Pump (Centrifugal up to 3 In.) Root Cutter, Stump Chipper, Oiler on Tower Crane, Track Root Cutter, Tractor, Vibrator, Deckhand on Work Boat. WAGES (per hour) 7-01-04 41� *1 Class "AA" ............... $ 46,15 Cranes; Boom Lenwth over 100 feet add $ 1.00 per hour " it ISO " $ 1.50 " "250 " " $ 2.00 V1350 " " $ 3.00 Class "A" ................ $ 40.81* *Add $3.50 for Hazardous Waste Work. Class "B" ................ $ 38.09* *Add $2.50 for Hazardous Waste Work. Class "C" ................ $ 36.72* *Add .$1.50 for Hazardous Waste Work Class "D" ................ $ 33.99 Class "E.. ................ 32.62 "NOTE": PREMIUM PAY 207 on straight time hours for NEW YORK STATE- D.O.T. and other GOVERNMENTAL MANDATED off -shift work. OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 5, 6, 8, 9 15, 25 ) on HOLIDAY PAGE. � NOTE": Employee must be employed day before and day after a holiday to receive holiday pay. Overtime:.... See ( 5, 6, 8, 9, 15, 25 ) on OVERTIME PAGE. APPRENTICE ( 1 ) year terms at the following rates; lst yr .................. $ 19.90 2nd yr .................. 20.70 3rd yr .................. 21.33 SUPPLEMENTAL BENEFITS: (per hour worked) ALL CLASSES ............. $ 23.79 Note: OVERTIME AMOUNT... 20.60 APPRENTICES ............. $ 15.14 Note: OVERTIME AMOUNT... 5.60 -------------------------------------------------------------------------------- 4-138 Operating Enggineer - Marine Construction ALBANY COUNTY: Entire County ONEIDA COUNTY: Entire County ALLEGANY COUNTY: Entire County ONONDAGA COUNTY: Entire County BROOME COUNTY: Entire County ONTARIO COUNTY: Entire County CATTARAUGUS COUNTY: Entire County ORANGE COUNTY: Entire County CAYUGA COUNTY: Entire County ORLEANS COUNTY: Entire County CHAUTAUQUA COUNTY: Entire County OSWEGO COUNTY: Entire County 41� *1 Prevailing Rate Schedule Page 30 New York State Department of Labor ---- --------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------- Entire County OTSEGO COUNTY: Entire Countv WAGES: (per hour) re re re re re re re re re re re re re re re 7-01-04 DIPPER & CLAMSHELL DREDGES CLASS A: Operator ........................$ 28.07 CLASS B: Operator II .....................$ 23.04 Engineer ........................ 24.72 Boat Master ..................... 23.24 CLASS C: Maintenance Eng .................$ 23.59 Mate ............................ 21.99 Drag Barge Operator ............ 21.99 Welder .......................... 23.22 Boat Capt ....................... 22.15 Chief of Party .................. 21.99 CLASS D: Oiler...........................$ 18.59 Scowman ......................... 17.88 Rodman.......................... 17.88 Tug Deckhand.................... 18.13 Deckhand ........................ 18.13 7-01-04 HYDRAULIC DREDGES CLASS A: Leverman ........................$ 27.56 CLASS B: Leverman II ....................$ 23.04 Engineer ........................ 24.17 Derrick Operator ................ 24.17 Chief Mate ...................... 23.82 Chief Welder .................... 24.48 Electrician ..................... 23.43 Fill Placer ..................... 23.82 Asst.Fill Placer ................ 21.80 • Prevailing Rate Schedule 0 Page 31 New York State Department of Labor ----------------------------------Case Number ----------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- Boat master ..................... 23.23 CLASS C: Maintenance Eng.................5 23.59 Mate ............................ 21.99 Orag Barge Operator ............. 21.99 Welder Dredge ................... 23.21 Spider Barge Operator .......... 23.01 Boat Capt ....................... 22.15 Chief of Party .................. 21.99 CLASS 0: Oiler ...........................5 18.59 Shoreman ........................ 17.90 Rodman .......................... 17.90 Deckhand ........................ 17.90 Tug Deckhand.................... 18.13 OVERTIME: See ( B, F, R ) on OVERTIME PAGE. �HOLIDAY: Paid: See ( 5, 6, 8, 15, 26 ) on HOLIDAY PAGE. Overtime: See ( 5, 6, 8, 15, 26 ) on OVERTIME PAGE. 0) SUPPLEMENTAL BENEFITS: (per hour worked) "The following SUPPLEMENTAL BENEFITS apply to ALL categories" 7-01-04 All Class A & B ...............$ 6.45 plus 7% of wage (overtime hours add) ........... $ 1.25 All Class C ....................$ 5.85 plus 7% of wage (overtime hours add) ............$ 0.95 All Class D ...................$ 5.25 plus 7% 0) of wage (overtime hours add) ...........$ 0.65 4-25a -------------------------------------------------------------------------------- Operating Engineer - Survey Crew - Building NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 7/01/05 Survey Rates -Building: Party Chief ..............$ 45.13 S 2.71 per hour increase Instrument Man........... 30.87 2.32 per hour increase Rodman ................... 21.16 1.83 per hour increase Prevailing Rate Schedule Page 32 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 -- - - - - - - - - - - - - - - - - - - - - - - - - - -- ---- -- -- --------- ---- -- - - - --- — - --- -------- OVERTIME: .... See( A, E*, Q, V ) ON OVERTIME PAGE. *Doubletime paid on the 8th hour on Saturday. HOLIDAYS: Paid:....... See ( 5, 6, 8, 11, 12, 15, 25 ) on HOLIDAY PAGE. Overtime:... See ( 5, 6, 8, 11, 12, 25 ) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS: (per hour paid) Journeyman .............. $ 17.20 9-15Db -------------------------------------------------------------------------------- 0perating En ineer - Survey Crew - Heavy Highway DUTCHESS COUNTY: Entire County NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs PUTNAM COUNTY: Entire County SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 7/01/05 Survey Rates-Heavy/Highway: Party Chief ................$ 46.13 $ 3.11 per hour increase Instrument Man ............. 34.19 2.52 per hour increase Rodman ..................... 29.85 2.31 per hour increase OVERTIME:... See ( B, E*, Q, V ) ON OVERTIME PAGE. )(Doubletime paid on the 9th hour on Saturday. HOLIDAY: Paid:..... See ( 5, 6, 7, 11, 12 ) on HOLIDAY PAGE. Overtime:. See ( 5, 6, 7, 11, 12 ) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS: (per hour paid) Journeyman ..................$ 17.20 9-15Dh -------------------------------------------------------------------------------- OperatingEngineer - Well Driller NASSAU CUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04- 8-01-04- 7-31-04 6-30-05 Well Driller: ............ $ 25.63 $ 26.66 Well Driller Assisstant:. 22.66 23.57 OVERTIME PAY: See ( B, E, G, P ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 5, 6, 16, 23 ) on HOLIDAY PAGE. Overtime:.... See ( 5, 6, 16, 23 ) on OVERTIME PAGE. SUPPLEMENTAL BENEFITS: (per hour worked) "PLEASE NOTE" Hell Driller:........... $ 11.51 $ 11.61 For All Overtime Hours Well Driller Assistant:. 11.21 11.30 Add $ 2.50/hr Hazardous Waste Differential � • Prevailing Rate Schedule 0 Page 33 New York State Department of Labor ----------------------------- ----Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- Level A ................. $ 3.00 per hr over rate 6'1 Level B ................. 2.00 Level C ................. 1.00 n n n n 4-138well -------------------------------------------------------------------------------- Operating Engineer -Trenchless Pipeline Rehabilitation ALBANY COUNTY: - Entire County ONEIDA COUNTY: Entire County 10 0 0 Y: re re re re re re re re re re re unty unty Entire County Entire County On Contracts for Inspection Only: These rates Do Not APPLY. IMPORTANT NOTE: Rates apply to pipeline repairutilizing a Cured -In -Place Pipe (CIPP) lining system. For all other pipeline repair work, the traditional classification and corresponding wage rates apply. OPERATING ENGINEER - Trenchless Pipeline Rehabilitation 7-01-04 Lead Tec TV Crew ............. $ 35.51 Wet Out Tec .................. $ 34.20 Technician ................... $ 32.89 Boiler. Operator .............. $ 33.54 Yard rate .................... S 28.96 Yard Mechanic ................ $ 33.54 Page 34 Prevailing Rate Schedule New York State Department of Labor ----------------------------------Case Number --------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- NOTE: PREMIUM PAY 20% on straight time hours for NEW YORK STATE D.O.T. and other GOVERNMENTAL MANDATED off -shift work. OVERTIME PAY: See ( D, 0 ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 5, 6, 8, 9, 15, 25 ) on HOLIDAY PAGE.** *x must work day before 8 day after or receive 2 hrs per intermittent day Overtime:.... See ( 5, 6, 8, 9, 15, 25 ) on OVERTIME PAGE.X* APPRENTICE ( 1 ) year terms at the following rates; 1st yr .................... 5 19.01 2nd yr .................... 19.78 3rd yr .................... 20.39 SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman ............... S 23.29 Note: OVERTIME Journeyman. 20.60 Apprentice ............... 14.64 Note: OVERTIME Apprentice 5.60 4-138 -------------------------------------------------------------------------------- Painter-Brid a/Structural Steel NASSAU COUNT: Entire County SUFFOLK COUNTY: Entire Count WAGES: (per hour) �-01-04- 10-01-04 9-30-04 **Bridge.. ........... $ 40.25 5 42.00 Structural Steel........... 40.25 42.00 Power Tool/ink Compressor.. 46.25 48.00 XxFor Bridge Painting Contracts, ALL WORKERS on and off the bridge (including Flagmen) are to be paid Painter's Rate; the contract must be ONLY for Bridge Painting. OVERTIME PAY: See ( A,O,) on OVERTIME PAGE. HOLIDAY: Paid: See ( 1 ) on HOLIDAY PAGE. Overtime: See ( 5,6 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following rates. 1st 2nd 3rd Bridge....... 40% 60% 80% Steel........ 40% 60% 80% Tool......... 40% 60% 80% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman........... 48%+ 48%+ $ 4.50/hr $ 5.00/hr Appr 1st year........ 48%/hr 48%/hr Appr 2nd year........ 487+ 48%+ $ 4.50/hr 5.00/hr Appr 3rd year........ 48%+ 48%+ New York State • Prevailing Rate Schedule - ------------------- -------------- Case Number ---- 0502031 SUFFOLK ------------------------------------------------ 4.50/hr ---------------------------------------------- 4.50/hr 01 •1 W • Page 35 ---------Department of Labor ---------------- 2004 ------------------------------ 5.00/hr 4-DC9/NS Painter - Brush/Spray NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs PUTNAM COUNTY: Entire County SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 Brush....... ..............$ 32.25 Spray 8 Scaffold.......... 35.25 Fire Escape ............... 35.25 Decorator ................. 35.25 Paperhanger ............... 34.45 OVERTIME:.... See ( A, H ) on OVERTIME PAGE HOLIDAY: Paid:........ See ( 1 ) on HOLIDAY PAGE Overtime:.... See ( 5, 6, 16, 25 ) on HOLIDAY PAGE APPRENTICES: Indentured after 5/31/93 ( 1 ) year terms at the following Percentage of journeyman's wage. 1st 2nd 3rd 4th 7/01/04......5 11.30 16.13 19.35 25.80 SUPPLEMENTAL BENEFITS: ( per hour worked ) Paperhanger ..............$ 20.78 All others ..............$ 16.67 Apprentices: 1st Year ................$ 5.90 2nd Year ................ 8.51 3rd Year ................ 10.98 4th Year ................ 15.45 9-NYOC9 -------------------------------------------------------------------------------- Painter - Or wall Taper NASSAU COUNT : Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 Drywall Taper .............$ 32.25 OVERTIME:... See ( A, H ) on OVERTIME PAGE HOLIDAY: Paid:...... See ( 1 ) on HOLIDAY PAGE Overtime:.. See ( 4, 5, 6, 25 ) on HOLIDAY PAGE APPRENTICES: Indentured after 5/31/93 ( 1 ) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th $11.30 15.13 19.35 25.80 Prevailing Rate Schedule Page 36 New York State Department of Labor - --------------------------------- Case Number--------------------------------- 0502031 ------------------------------0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- SUPPLEMENTAL BENEFITS: ( per hour worked Journeyman ...............$ 16.67 Apprentices: TY: 1st Year .................$ 5.90 2nd Year ................. 8.51 3rd Year ................. 10.98 4th Year ................. 15.45 9-NYDCT9 -------------------------------------------------------------------------------- Painter - Highway Striping Entire County Y: Entire County TY: Entire County TY: Entire County Entire County TY: Entire County Entire County Entire County TY: Entire County LINTY: Entire County Entire County Entire 5 Boro Entire County Entire County LINTY: Entire County TY: Entire County ✓AN UUUNIY: 2 COUNTY: 4 COUNTY: 4GTON COUNTY: 1ESTER COUNTY: : (per hour) re Lo re Co re Co re Co re Co re Co re Co re Co 7/01/04 6/01/05 Painter (Striping -Highway): Striping -Machine Operator ........... $ 23.06 $ 23.64 Linerman Thermoplastic .............. 27.79 28.49 OVERTIME:.... See ( B, E, P, S ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 5, 8, 11, 12, 15, 16, 17, 20 )ON HOLIDAY PAGE. Overtime:.... See ( 5, 8, 11, 12, 15, 16, 17, 20, 21, 22 ) ON HOLIDAY PAGE. APPRENTICES: (1) year terms at the followin wage. 1st term $ 13.8 S 14.24 2nd term 16.67 17.09 3th term 19.45 19.94 4th term 20.84 21.36 SUPPLEMENTAL BENEFITS: (per hour paid) $ 6.38 + $ 7.14 + 7% of wage 9-8a/28a (230) -------------------------------------------------------------------------------- 0: S 0j 0 Prevailing Rate Schedule • Page 37 New York State Department of Labor - --------------------------------- Case Number ---------------------------------- 0502031 SUFFOLK 2004 ------------------------------------ ------------------------------------------ lisher re re re re re ughs tntire Entire Entire Entire Entire Entire Entire Entire Entire Entire Y: Entire Entire Entire Entire Entire Entire Entire Entire Entire Entire WAGES: (per hour) 7/01/04 Metal Polisher ........ $ 21.98 All workers shall be paid a premium in an amount equal to twenty ( 20% ) per cent of their basic straight time rate of pay for all time worked on hanging scaffolds and on standingg scaffolds while working more than 28 feet off the ground, such premium to be paid on top of their straight time or overtime, whichever is applicable. OVERTIME:.... See ( B, E, Q ) on OVERTIME PAGE. HOLIDAY: Paid:....... See (5,6,9,11,15,16,25) on HOLIDAY PAGE. Overtime:... See (5,6,9,11,15,16,25) on HOLIDAY PAGE APPRENTICES: 55% of Basic Polisher Rate 00 SUPPLEMENTAL BENEFITS: (% of Total Wages) - Journeymen 8 Apprentice - 55% of Wages 9 - 8A/28A -------------------------------------------------------------------------------- �- Plasterers - Plasterer NEW YORK CITY: Only Brooklyn and Queens Counties NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 8/04/04 2/05/05 - Building: Plasterer/Traditional ........ $ 32.45 $ 33.24 $ 33.24 11 Prevailing Rate Schedule Page 38 New York State Department of Labor ----------------------------------Case Number --------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- OVERTIME:.... See ( B, E, E2, Q ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 1 ) on HOLIDAY PAGE Overtime:..... See ( 5, 6, 8, 11, 13, 25, 26 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following wage rates. First year: 1st 6 months 2nd 6 months 40% 45% Second year: 1st 6 months 2nd 6 months 55% 607 Third year: 1st 6 months 2nd 6 months 70% 75% SUPPLEMENTAL BENEFITS: per hour worked ) Journeyman ... ..............$ 17.51 S 17.51 S 18.30 Appr. 1st term .............. 8.03 8.03 Appr. 2nd term .............. 8.86 8.86 Appr. 3rd term .............. 10.49 10.49 Appr. 4th term .............. 11.30 11.30 Appr. 5th term ............ 12.96 12.96 Appr. 6th term 13.79 13.79 9-530 Plumber NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County, WAGES: (per hour) 7-01-04- 11-01-04- 5-01-05 10-01-04 4-30-05 Plumber......... $ 40.19 $ 41.44 S 41.56 OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE. HOLIDAY: Paid:....... See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 5, 6, 15, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following rates 1st year...... $ 15.46 $ 15.96 S 16.06 2nd year...... 19.88 20.50 20.69 3rd year...... 26.17 26.98 27.16 4th year...... 28.12 29.00 29.16 5th year...... 30.07 31.01 31.12 SUPPLEMENTAL BENEFITS: (per hour worked*) Journeyman S 21.13 21.13 22.05 Appr 1st term 12.20 12.20 12.55 Appr 2nd term 14.00 14.00 14.38 Appr 3rd term 14.63 14.63 15.08 Appr 4th term 14.95 14.95 16.23 Appr 5th term 16.33 16.33 17.06 (*Sunday and Holiday Benefits paid at Double Time rate.) PUMP & TANK WORK 0 0 • Prevailing Rate Schedule 0 Page 39 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 -- ---------------------------------------------------------------------------- WAGES (per hour) 7-01-04 Journeyman....... .. $ 31.60 Overtime: ( B, E, Q ) on Overtime Page. Holidays: Paid ( 1 ) Overtime ( 5, 6, 9, 10, 16 ) on Holiday Page. Apprentices: One year terms at the following rates; APP: 1st yr....... $ 12.22 App: 2nd yr....... 15.64 App: 3rd yr....... 18.95 App: 4th yr....... 22.21 Mechanic:......... 27.57 Serviceman:....... 18.95 Supplemental Benefits (per hour worked) Journeyman........ $ 15.61 App. 1st yr....... 6.66 App. 2nd yr....... 7.97 App. 3rd yr....... 9.38 App. 4th yr....... 10.84 Mechanic:......... 12.56 Serviceman:....... 9.38 4-200 -------------------------------------------------------------------------------- Roofer NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04- 10-01-04 9-30-04 Additional Roofer/Waterproofer.............. $ 30.75 $ 2.25/hr OVERTIME PAY - New Roof: See ( B EQ l on OVERTIME PAGE. OVERTIME PAY - Re -roof: See ( B,E,�2,Q ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 1 ) on HOLIDAY PAGE. Overtime:..... See ( 5,6,13,16,25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 40% 50% 70% 80% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman 5 21.04 Apprentices: 1st 2.00 3rd 11.82 4th 16,.71 4-154 -------------------------------------------------------------------------------- •. Sheetmetal Worker NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04- 7-29-04- 2-01-05- 7-28-04 1-31-05 6-30-05 Sheetmetal Worker ........... $ 39.15 Additional Additional $ 2.00/hr $ 2.00/hr 40 W Prevailing Rate Schedule Page 40 New York State Department of Labor ----------------------------------Case Number---------------------------------- 0502031 ------------------------------- 0502031 SUFFOLK 2004 ------------------------------------ ----------------------------------------- For Temporary Operation or Maintenance of Fans:......... 80% of Sheetmetal Rate OVERTIME PAY: See ( C, 0,3 on OVERTIME PAGE ( D, 0,) on Fan Maintenance HOLIDAYS: Paid:........ See ( 1 ) on HOLIDAY PAGE. Overtime:.... See ( 5, 6, 11, 15, 16, 25, 26 ) on holiday page. APPRENTICES: ( 1/2 ) year terms at the following percent of journeyman rate 1st 2nd 3rd 4th 5th 6th 7th 8th 30% 35% 40% 45% 50% 55% 60% 70% SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman $ 24.16 Appr 1st term 9.46 Appr 2nd term 10.63 Appr 3rd term 11.74 Appr 4th term 12.91 Appr 5th term 14.01 Appr 6th term 15.01 Appr 7th term 16.51 Appr 8th term 19.38 (per overtime hour worked) $ 40.62 15.41 17.45 19.37 21.41 23.31 25.02 27.72 32.86 4-28 ------------------------------------------------------------------------------- Sheetmetal Worker - Sign Erector NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs ROCKLAND COUNTY: Entire County SUFFOLK COUNTY: Entire County WESTCHESTER COUNTY: Entire County WAGES: (per hour) 7/01/04 Sign Erector ................$ 33.90 *NOTE: Overhead highway signs and structurally supported signs (See Iron Worker Classification) OVERTIME:.... See ( A, H ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 5, 6, 10, 11, 12, 16 ) on HOLIDAY PAGE. Overtime:.... See ( 5, 6, 10, 11, 12, 16 ) on HOLIDAY PAGE. APPRENTICES: ( 1/2 ) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 7th 8th 9th 10th 357 40% 45% 50% 55% 60% 65% 70% 75% 80% Prevailing Rate Schedule 0 Page 41 New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 SUPPLEMENTAL BENEFITS: �. Journeyman ...............$ 22.43 App 1st term .............. 5.22 App 2nd term ............. 5.88 App 3rd term ............. 6.54 App 4th term ...... App 5th term ............. 9.87 App 6th term ............. 10.54 App 7th term ............. 13.19 App 8th term ............. 14.06 App 9th term ............. 16.52 6' App 10th term ............ 17.18 0) 0 9-137 Steamfitter - Refrigeration. NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 Steamfitter...............$ 29.30 Refrigeration, A/C, Oil Burner and Stoker Service and Installations, limited on Refrigeration to combined compressors up to five (5) horsepower, and on A/C Heating and Air Cooling to combined compressors up to ten (10) horsepower. OVERTIME:.... See ( B, E, QX, S*)E ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 2, 6, 9, 10, 11, 15, 17, 26,Memorial Day) on HOLIDAY PAGE. Overtime:.... * ( 2, 6 9, 15, 17 ) ** ( 10, t 1, 26, Memorial Day ) SUPPLEMENTAL BENEFITS: (per hour worked) Journeyman ................ $ 7.71 �) 9-6388 Steamfitter - Sprinklerfitter NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES: (per hour) 7/01/04 12/29/04 addit. Steam Fitter)E .................$ 40.82 $2.25 Sprinkler Fitterx............. 40.82 per hr. For Work on Temporary Heat** addit. & Air Conditioning ........... $ 31.02 $2.25/hr. 01 •, W Page 42 Prevailing Rate Schedule New York State Department of Labor ----------------------------------Case Number ---------------------------------- 0502031 SUFFOLK 2004 OVERTIME:.... See ( CX, D**, 0, V ) on OVERTIME PAGE. * Applicable to HVAC and mechanical contracts with a dollar value not to exceed Seven Million Five Hundred Thousand Dollars ( $7,500,000.00 ) and to fire protection/sprinkler contracts with a dollar value not to exceed Seven Hundred Fifty Thousand Dollars ( $750,000.00 ). Hours of labor shall be eight hours ( 8 ) per day. HOLIDAY: Paid:....... See ( 1 ) on HOLIDAY PAGE. Overtime:... See ( 5, 6, 11, 15, 16, 25 ) on HOLIDAY PAGE. APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 40% 50% 65% 80% 85% SUPPLEMENTAL BENEFITS: (per hour paid) Journeyman ................. $ 29.50 + .32 per hour worked For Work on Temporary...... $ 23.44 Heat 8 Air conditioning + .32 per hour worked Apprentices ............... term percentage of $ 29.50 plus .32 per hour worked 9-638A -------------------------------------------------------------------------------- SurveyY Crew Consulting OUTCHESS COUNTY: Only the portion south of the north city line in Poughkeepsie. NASSAU COUNTY: Entire county NEW YORK CITY: Entire 5 boroughs PUTNAM COUNTY: Entire county SUFFOLK COUNTY: Entire county WESTCHESTER COUNTY: Entire county Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a Consulting Engineer agreement. WAGES: (per hour) 7/01/04 7/01/05 Survey Rates: Party Chief ...............$ 28.75 $ 1.07 per hour increase Instrument Man............ 24.11 0.90 Rodman .................... 21.16 0.79 " OVERTIME:.... See ( B, EX, Q, V ) ON OVERTIME PAGE. *Doubletime paid on the 9th hour on Saturday. HOLIDAY: Paid:....... See ( 5, 6, 7, 11, 16 ) on HOLIDAY PAGE. Overtime:... See ( 5, 6, 7, 11, 16 ) on HOLIDAY PAGE. SUPPLEMENTAL BENEFITS: (per hour paid) Journeyman ................$ 11.70 9-15dconsult -------------------------------------------------------------------------------- � • Prevailing Rate Schedule 0 Page 43 New York State Department of Labor ----------------------------------Case Number— ------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- Teamster - Building & Heavy Highway NASSAU COUNTY: Entire County SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04 Truck Driver - Bldg. & Heavy/Highway; Asphalt Delivery ......... $ 28.905 Concrete Delivery ...............................$ 28.62 "PLEASE NOTE" Drivers of three -axle tractors and trailers, $6.00 per day extra. Drivers of heavy equipment and tag -along trailers, $10.00 per day extra. Drivers of boom trucks, $8.00 per day extra. OVERTIME PAY: See ( B, E, Q, R, T ) on OVERTIME PAGE. HOLIDAY: Paid:........ See ( 5 6 11 12 15, 25 lx on HOLIDAY PAGE. Overtime:.... See ( li, 12, {5, 25 ) on OVERTIME PAGE (code R). .... See ( 5, 6,13 ) on OVERTIME PAGE ( code T ) X(must work two days in holiday week) SUPPLEMENTAL BENEFITS: (per hour worked) Bldg.& Heavy/Highway; Asphalt Delivery.......$ 24.90 Concrete Delivery ............................$ 24.90 4-282ns Teamster - Demolition NASSAU COUNTY: Entire County NEW YORK CITY: Entire 5 Boroughs SUFFOLK COUNTY: Entire County WAGES: (per hour) 7-01-04 Truck Driver, Chauffeur or Loader/Operator Trailers ..................... $ 23.10 Straight Jobs ................ 22.80 OVERTIME PAY: See ( B, L, S, S1,) on OVERTIME PAGE. HOLIDAY: Paid:See ( 5, 6, 7, 8, 11, 12, 26 ) on Holiday Page. "NOTE": Employee must work two days in Holiday week SUPPLEMENTAL BENEFITS: (per hour worked) $ 18.18 0, 4-282.Demo -------------------------------------------------------------------------------- Welder STATEWIDE: Applies to all counites. WAGES (per hour) 7/01/2004 W 40: Prevailing Rate Schedule Page 44 New York State Department of Labor - --------------------------------- Case Number --------------------------------- 0502031 SUFFOLK 2004 ------------------------------------------------------------------------------- Welder......... (To be paid the rate of the mechanic performing the work) -------------------------------------------------------------------------------- DEPARTMENT OF LABOR - BUREAU OF PUBLIC WORK Under Article 8 of the NYS Labor Law, when two final determinations have been rendered against a contractor, sub- contractor and/or its successor wihtin any consecutive six-year period determining that such contractor, sub -contractor and/or its successor has WILLFULLY failed to pay the prevaling wage and/or supplements, or when one final determination involves falsification of payroll records or the kickback of wages and/or supplements, said contractor, sub -contractor and/or its successor shall be debarred and ineligible to submit a bid on or be awarded any public work contractJsub-contract with the state, any municipal corporation or public body for a period of five years from the date of debarment. NOTE: Where the Fiscal Officer is denoted "NYC", the information has been provided by the New York City Comptroller's Office, the agency issuing the determination. LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT --- -- ----- -- — ---- ---------- — - - Company Name Company Name Address City State Zip Code 1765 Mt Read Boulevard Rochester NY 14606 FEIN: Barred Until Fiscal Officer Notes: 385 Services LLC FEIN: Barred Until 2657 State Highway 28 Portlandville NY 13834 FEIN: Barred Until Fiscal Officer Notes: Company Name 16-1466399 01/08/2009 DOL Multiple willful violations City Address City State Company Name i A Castricone Concrete Inc Address City State Zip Code 40 A & T General Construction Inc 3 Alan Shephard Place Yonkers NY 10705 FEIN: Barred Until Fiscal Officer Notes: Air Asbestos Removal Inc • 13-3927478 01/31/2006 DOL Falsified payrolls Company Name Company Name Address City State Zip Code A A General Contractors Inc 1765 Mt Read Boulevard Rochester NY 14606 FEIN: Barred Until Fiscal Officer Notes: FEIN: Barred Until 16-1319254 10/18/2009 DOL And W.J. Grinder Roofing as a substantially affiliated employer and Dominic Antonucci as an individual. Multiple willful violations NYC Multiple willful violations Company Name Company Name Address City Address City State Zip Code i A Castricone Concrete Inc P O Box 203 Athol Springs NY 14010 FEIN: Barred Until Fiscal Officer Notes: Fiscal Officer Notes: 16-1582253 03/03/2008 DOL and Crazy Horse Tonawanda Inc 16-0996110 Successor to LBS of Frankfort Inc and/or Clean I Company Name Address City State Zip Code A G Plumbing Inc 54 Knickerbocker Avenue Brooklyn NY 11237 FEIN: Barred Until Fiscal Officer Notes: 13-3276217 07/22/2006 NYC Multiple willful violations Company Name Address City State Zip Code A R DiGima 1331 Belle Avenue Utica NY 13501 FEIN: Barred Until Fiscal Officer Notes: 16-0996110 Successor to LBS of Frankfort Inc and/or Clean Air Asbestos Removal Inc • Tuesday, February 08, 2005 Page 1 of 30 I LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Aegean General Contracting Inc 57-16 157th Street Flushing NY 11355 FEIN: Barred Until Fiscal Officer Notes: 11-3451267 03/11/2008 Settlement agreement with A.G.'s Office - falsified payrolls - Also Aegean Marble Co., Aegean Marble Contracting Co., and George Begakis individually Company Name Address City State Zip Code Aegean Marble Co. FEIN: Barred Until Fiscal Officer Notes: 11-3451267 03/11/2008 See Aegean General Contracting Inc Company Name Address City State Zip Code Aegean Marble Contracting Co. FEIN: Barred Until Fiscal Officer Notes: 11-3451267 03/11/2008 See Aegean General Contracting Inc Company Name Address City State Zip Code Albany Pipe Insulators Inc P O Box 332 - Foundry Rd Voorheesville NY 12186 FEIN: Barred Until Fiscal Officer Notes: 14-1617890 02/18/2008 DOL Company Name Address City State Zip Code American General Construction Corp 54 Knickerbocker Avenue Brooklyn NY 11237 FEIN: Barred Until Fiscal Officer Notes: 13-3276217 07/22/2006 NYC Multiple willful violations Company Name Address City State Zip Code ANS Welding Corp I I l Dale Street West Babylon NY 11704 FEIN: Barred Until Fiscal Officer Notes: H-1867262 06/09/2009 DOL Debarment period extended after additional willful violations Company Name Address City State Zip Code AP Painting & Improvement Inc 575 Hempstead Turnpike West Hempstead NY 11552 FEIN: Barred Until Fiscal Officer Notes: 11-2683637 04/09/2007 DOL Falsified payrolls Company Name Address City State Zip Code APC Painting FEIN: Barred Until Fiscal Officer Notes: 05/13/2007 See Apollo Construction Services Corp Tuesday, February 08, 2005 Page 2 of 30 CI 0 10 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Apollo Construction Services Corp 157 Tibbets Road Yonkers NY 10705 FEIN: Barred Until Fiscal Officer Notes: 13-3983219 05/13/2007 DOL dba Apolo Painting Corp. - multiple willful violations Company Name Address City State Zip Code Apolo Painting Company FEIN: Barred Until Fiscal Officer Notes: 13-3863295 05/13/2007 aka APC Painting - see Apollo Construction Services Corp 12/10/2007 See Republic Reconstruction & Management Inc Company Name Address City State Zip Code Bat -Jac Construction Inc 62 Neulist Avenue Port Washington NY 11050 FEIN: Barred Until Fiscal Officer Notes: 11-3391498 07/17/2009 DOL aka Bat -Jac Contracting Inc. a/k/a Bat -Jac Inc. and Kenneth Mea, president and one of its five largest shareholders and Steve Menzer, vice president and one of its five largest shareholders, as individuals. Falsified payrolls. Company Name Address City State Zip Code Bat -Jac Contracting Inc FEIN: Barred Until Fiscal Officer Notes: 11-3133524 07/17/2009 See Bat -Jac Construction Inc Company Name Address City State Zip Code Bat -Jac Inc FEIN: Barred Until Fiscal Officer Notes: 07/17/2009 See Bat -Jac Construction aka Bat -Jac Contracting *' Tuesday, February 08, 2005 Page 3 of 30 * Company Name Address City State Zip Code Apolo Painting Corp FEIN: Barred Until Fiscal Officer Notes: 13-3863295 05/13/2007 See Apollo Construction Services Corp Company Name Address City State Zip Code Asbestos Systems Inc 1771 Foote Avenue Jamestown NY 14701 FEIN: Barred Until Fiscal Officer Notes: 25-1742587 05/20/2007 DOL Gregory McCoy T/A GM Enterprises dba Asbestos Systems Inc Company Name Address City State Zip Code Azam Ali Chaudhry FEIN: Barred Until Fiscal Officer Notes: 12/10/2007 See Republic Reconstruction & Management Inc Company Name Address City State Zip Code Bat -Jac Construction Inc 62 Neulist Avenue Port Washington NY 11050 FEIN: Barred Until Fiscal Officer Notes: 11-3391498 07/17/2009 DOL aka Bat -Jac Contracting Inc. a/k/a Bat -Jac Inc. and Kenneth Mea, president and one of its five largest shareholders and Steve Menzer, vice president and one of its five largest shareholders, as individuals. Falsified payrolls. Company Name Address City State Zip Code Bat -Jac Contracting Inc FEIN: Barred Until Fiscal Officer Notes: 11-3133524 07/17/2009 See Bat -Jac Construction Inc Company Name Address City State Zip Code Bat -Jac Inc FEIN: Barred Until Fiscal Officer Notes: 07/17/2009 See Bat -Jac Construction aka Bat -Jac Contracting *' Tuesday, February 08, 2005 Page 3 of 30 * LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Betty Holl Inc FEIN: Barred Until Fiscal Officer Notes: 16-1089599 see B H Refrigeration as its successor Company Name Address City State Zip Code Betty Jones' Services P O Box 58 Utica NY 13503 FEIN: Barred Until Fiscal Officer Notes: 16-1247154 12/31/2006 DOL dba D&B J's Services and Betty Jones m President and Individually Company Name Address City State Zip Code Betty Jones (as President and Individually FEIN: Barred Until Fiscal Officer Notes: 12/31/2006 ' See Betty Jones' Services Company Name Address City State Zip Code BH Mechanical Services FEIN: Barred Until Fiscal Officer Notes: 16-1089599 Aka B H Refrigeration Inc Company Name Address City State Zip Code Bistrian Materials Inc 175 Springs Fireplace Rd East Hampton NY 11937 FEIN: Barred Until Fiscal Officer Notes: 11-3359771 06/06/2005 DOL See Patrick Bistrian Jr. , Inc. (substantially owned -affiliated entity or successor) Company Name Address City State Zip Code Boguslaw Bozek FEIN: Barred Until Fiscal Officer Notes: 05/14/2008 As an individual - see Goldhand Construction LLC Company Name Address City State Zip Code Butler Fence Company 536 State Fair Blvd Syracuse NY 13204 FEIN: Barred Until Fiscal Officer Notes: 16-1111490 04/25/2005 DOL Company Name Address City State Zip Code C B E Contracting Corp 310 McGuiness Blvd Greenpoint NY 11222 FEIN: Barred Until Fiscal Officer Notes: 11-2968809 10/21/2007 DOL Falsified payrolls Tuesday, February 08, 2005 Page 4 of 30 0 0 0 --- - _ ------ - -- -- ---_--------------- - - ---------------- LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Calvin S Robinson Electrical Inc 2117 Egret Drive Clearwater FL 33764 FEIN: Barred Until Fiscal Officer Notes: 03/16/2009 DOL As an individual. 14-1657781 04/12/2007 DOL Falsified payrolls Address City State Zip Code Charles Saliba FEIN: Barred Until Fiscal Officer Notes: Company Name - See Monarch Construction Address City State Zip Code Carl Babb FEIN: Barred Until Fiscal Officer Notes: 07/21/2008 As an individual - See Olympic Window Installers Inc Company Name Address City State Zip Code Causeway Construction Corp 110-30 15th Avenue College Point NY 11356 FEIN: Barred Until Fiscal Officer Notes: 13-3065561 09/27/2007 NYC Multiple willful violations 0 W Company Name Address City State Zip Code Cavalier Constr Corp c/o Clayman & Rosenbe 305 Madison Avenue New York NY 10165 FEIN: Barred Until Fiscal Officer Notes: - 02/19/2008 NYC Falsified records - plea agreement. Also Kingston Trucking & Rigging Corp., Maribor Construction Corp., Port Ewen Trucking Corp. and Super Structure Builders, Inc. as substantially owned -affiliated entities and/or successors of Cavalier. Company Name Address City State Zip Code Centurian Management of New York Inc P O Box 961 Port Jefferson Sta NY 11776 FEIN: Barred Until Fiscal Officer Notes: 11-3230587 05/03/2006 DOL Aka Centurion Protection of New York State -falsified records - debarment period extended Company Name Address City State Zip Code Centurian Protection of New York FEIN: Barred Until Fiscal Officer Notes: 11-3230587 See Centurion Management of New York State Inc - debarred until 05/03/2006 Company Name Address City State Zip Code Charles J Pardee 261 Ball Road Hastings NY 13076 FEIN: Barred Until Fiscal Officer Notes: 03/16/2009 DOL As an individual. See Dalton Steel Inc. Company Name Address City State Zip Code Charles Saliba FEIN: Barred Until Fiscal Officer Notes: 07/26/2005 - See Monarch Construction Corporation (owner) Tuesday, February 08, 2005 Page 5 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address Address City State Zip Code Classic Electric Inc Barred Until 29-01 21st Avenue Astoria NY 11105 FEIN: Barred Until Fiscal Officer Notes: 16-1407836 11/22/2007 DOL See also Commtmb Communications and Michael R Palmer- multiple violations 11-2811549 11/27/2005 NYC Multiple violations Commtech Communications Inc 649 Warwick Road North Tonowanda NY 14120 Company Name Barred Until Address City State Zip Code Commercial Building Maintenance Corp 40 Oak Drive - Syosset NY 11791 FEIN: Barred Until Fiscal Officer Notes: Address City State 11-2945732 01/23/2008 Plea agreement with D.A.'s Office - willful violation and falsification of payroll records Company Name 14621 Address City State Zip Code Commercial Painting Co 4872 West Seneca Turnpike Syracuse NY 13215 FEIN: Barred Until Fiscal Officer Notes: 16-1513909 05/01/2008 DOL James Stanton dba Commercial Painting Co - falsified payroll records Company Name Address Address City State Zip Code Commercial Steel Inc Zip Code 65 Corporate Park Drive Central Square NY 13036 FEIN: Barred Until Fiscal Officer Notes: 16-1557064 03/16/2009 DOL As a successor and/or substantially -owned affiliated entity with Dalton Steel Inc dba Pardee Construction - multiple willful violations 16-1407836 11/22/2007 DOL See also Commtmb Communications and Michael R Palmer- multiple violations Company Name Address Address City State Zip Code Commtech Communications Inc 649 Warwick Road North Tonowanda NY 14120 FEIN: Barred Until Fiscal Officer Notes: 16-1335983 11/22/2007 DOL See also Commtech Electrical Construction Corp and Michael R Palmer - multiple violations Company Name Address City State Zip Code Commtech Electrical Construction 649 Warwick Road North Tonawanda NY 14120 FEIN: Barred Until Fiscal Officer Notes: 16-1407836 11/22/2007 DOL See also Commtmb Communications and Michael R Palmer- multiple violations Company Name Address City State Zip Code Converse Construction Corp 1597 Route 112 Port Jefferson Sta NY 11776 FEIN: Barred Until Fiscal Officer Notes: 11-3262576 03/21/2007 DOL Falsified payrolls Company Name Address City State Zip Code CountyWide Electric Corp 795 Portland Avenue Rochester NY 14621 FEIN: Barred Until Fiscal Officer Notes: 16-1540552 04/19/2005 DOL Succ./ Substantially owned -Affiliated entity to JOBeth Inc. -stipulated to debarment Tuesday, February 08, 2005 Page 6 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT • Company Name Address City State Zip Code Crazy Horse Tonawanda Inc P O Box 203 Athol Springs NY 14010 FEIN: Barred Until Fiscal Officer Notes: 16-1528124 03/03/2008 DOL and A Castricone Concrete Inc Company Name Address city State Zip Code CrossBay Contracting Corp 242 Nevins Street Brooklyn NY 11217 FEIN: Barred Until Fiscal Officer Notes: 11-2124028 04/18/2005 NYC Falsified payrolls -multiple willfuls - debarment period extended *' Tuesday, February 08, 2005 0' Page 7 of 30 Company Name Address City State Zip Code D & D Mason Contractors Inc 158 11 96th Street Howard Beach NY 11414 FEIN: Barred Until Fiscal Officer Notes: 11-3219453 05/16/2006 NYC Falsified payrolls - plea agreement �i Company Name Address City State Zip Code D&B J's Services FEIN: Barred Until Fiscal Officer Notes: 16-1247154 12/31/2006 See Betty Jones' Services Inc Company Name Address City State Zip Code Dalton Steel Inc 197 U S Route I 1 Central Square NY 13036 FEIN: Barred Until Fiscal Officer Notes: 16-1557064 03/12/2009 DOL dba Pardee Construction and Shirley Pardee as an individual - multiple willful violations. Also Charles J Pardee as an individual. Company Name Address City State Zip Code Darby General Contracting Inc 565 Oak Street Copiague NY 11726 FEIN: Barred Until Fiscal Officer Notes: 11-3420817 08/04/2008 DOL dba Darby Glass Co - multiple willful violations Company Name Address City State Zip Code Darby Glass Co FEIN: Barred Until Fiscal Officer Notes: 11-3081390 See Darby General Contracting Inc Company Name Address City State Zip Code David Ogden 795 Porttand Avenue Rochester NY 14621 FEIN: Barred Until Fiscal Officer Notes: 04/19/2005 DOL V.P./Sec. ofJoBeth Inc; Pres.&V.P. of CountyWide Electric Corp. - stipulated to debarment *' Tuesday, February 08, 2005 0' Page 7 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Debcon Construction Corporation 77 Weyman Avenue New Rochelle 'NY 10805 FEIN: Barred Until Fiscal Officer Notes: 13-3157140 06/11/2006 DOL Multiple willfuls - Debcon Construction Corporation and Deborah Rago individually - falsified payrolls - debarment period extended Company Name Deborah Rago, individually FEIN: Barred Until 06/11/2006 Address City Fiscal Officer Notes: See Debcon Construction Corp State Zip Code Company Name Address City State Zip Code Dellapenna Associates Inc 86 Olive Street Johnson City NY 13790 FEIN: Barred Until Fiscal Officer Notes: 16-1465989 02/18/2008 DOL Substantially owned -affiliated entity and/or successor of Dellapenna Brothers Inc - debarment period extended after additional violations Company Name Address City State Zip Code Dellapenna Brothers Inc 86 Olive Street Johnson City NY 13790 FEIN: Barred Until Fiscal Officer Notes: 16-0964223 08/04/2008 DOL multiple willfuls - debarment period extended after additional violations Company Name Address City State Zip Code Dennis Lounsbury Builders Inc P 0 Box 220 Bulville NY 10915 FEIN: Barred Until Fiscal Officer Notes: 14-1538702 05/27/2009 DOL aka Lounsbury Erectors Inc. Company Name Address City State Zip Code DePoalo and Son Building Contractors Inc 296 Mortis Road Schenectady NY 12303 FEIN: Barred Until Fiscal Officer Notes: 14-1507523 07/12/2009 DOL Multiple willful violations Company Name Address City State Zip Code Diracon Commercial Contractors 310 Maple Avenue New Hampton NY 10958 FEIN: Barred Until Fiscal Officer Notes: 08-1681415 05/18/2009 DOL and Rebecca Gatto -Wood as an individual. Falsified payarolls. Company Name Address City State Zip Code Dominic Antonucci 1939 Town Line Road Hilton NY 14468 FEIN: Barred Until Fiscal Officer Notes: 10/18/2009 DOL As an individual. See A A General Contractors Inc and W J Grinder Roofing Company. Tuesday, February 08, 2005 Page 8 of 30 W • LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Drywall Systems Unlimited Inc 182 West Main Street Middletown NY 10940 FEIN: Barred Until Fiscal Officer Notes: 13901 FEIN: 06-1405921 10/02/2007 DOL Company Name 16-1561693 06/21/2009 DOL !' Company Name Address City State Zip Code Drywall Wizard Address City State FEIN: Barred Until Fiscal Officer Notes: P O Box 82 05-1684878 10/16/2006 See Stephen Potter 12184 FEIN: Company Name Address City Address City State Zip Code E Green Restoration & Roofing Inc 117 Hawley Street Binghamton NY 13901 FEIN: Barred Until Fiscal Officer Notes: Company Name 16-1561693 06/21/2009 DOL Enjem's Incorporated 1 I I South Main Street Herkimer NY Company Name FEIN: Barred Until Address City State Zip Code Elizabeth A. Carr P O Box 82 Valatie NY 12184 FEIN: Barred Until Fiscal Officer Notes: 10/14/2008 dba Everlasting Slate - as an individual Company Name Address City State Zip Code Emes Heating & Plumbing & Heating Contr 5 Emes Lane Monsey NY 10952 FEIN: Barred Until Fiscal Officer Notes: 13-2590780 DOL and Julius and Gita Behrend, as individuals. Parties entered into a voluntary agreement to be permanently debarred Company Name Address City State Zip Code Empire Demolition Development Co Inc 1096 Niagara St Buffalo NY 14213 FEIN: Barred Until Fiscal Officer Notes: 16-1517860 03/24/2005 DOL Multiple willfuls Company Name Address City State Zip Code Empire State Renovation Corp 15 Division Place Brooklyn NY 11222 FEIN: Barred Until Fiscal Officer Notes: 11-3170331 05/22/2007 NYC Falsified payrolls - plea agreement Company Name Address City State Zip Code Enjem's Incorporated 1 I I South Main Street Herkimer NY 13350 FEIN: Barred Until Fiscal Officer Notes: 16-1038008 03/04/2009 DOL and Francis Enjem as an individual. Falsification of records. Tuesday, February 08, 2005 Page 9 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Enviroclean Services LLC 4245 Union Rd- Suite 210 Buffalo NY 14225 FEIN: Barred Until Fiscal Officer Notes: 26-0045677 09/07/2009 DOL Company Name Address City State Zip Code Euro Craft Restoration, Inc. 41-12 Ditmars Blvd Long Island City NY 11 105 FEIN: Barred Until Fiscal Officer Notes: 13-3769924 10/14/2008 DOL and Sawas A. Sawa (as an individual) Falsification of records and kickback of wages. Plea agreement with A.G.'s Office Company Name Address City State Zip Code Everlasting Slate P O Box 82 Valatie NY 12184 FEIN: Barred Until Fiscal Officer Notes: 22-3397381 10/14/2008 DOL And Elizabeth A. Carr and Sean Campion as individuals. Falsification of records Company Name Address City State Zip Code Flower City Asbestos Inc 850 St Paul Street Rochester NY 14605 FEIN: Barred Until Fiscal Officer Notes: 16-1292474 08/18/2009 DOL Multiple willful violations Company Name Address City State Zip Code Flower City Insulation Sales & Contractors 137 Yorkton Street Webster NY 14580 FEIN: Barred Until Fiscal Officer Notes: 16-1157832 08/03/2009 DOL Multiple willful violations Company Name Address City State Zip Code Foundation Construction Consultants Inc 294 20th Street Brooklyn NY 11215 FEIN: Barred Until Fiscal Officer Notes: 11-2761496 05/20/2008 NYC Multiple willfuls and falsification of payroll records Company Name Address City State Zip Code Francis Enjem I 1 I South Main Street Herkimer NY 13350 FEIN: Barred Until Fiscal Officer Notes: 03/04/2009 As an individual. See Enjem's Incorporated. Company Name Address City State Zip Code Franco Paints Inc 159 92nd Street Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 08/07/2008 NYC and Mida Painting Ltd, Nicholas Kallergis and Stamatia Kallergis, as individuals. Assurance of Discontinuance/Settlement Agreement Tuesday, February 08, 2005 Page 10 of 30 0 0 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Frank J. Labriola FEIN: Barred Until Fiscal Officer Notes: See State of the Art Construction Co Inc �f Company Name Address City State Zip Code Gem Building & Equipment Inc 2332 Route 9W Saugerties NY 12477 FEIN: Barred Until Fiscal Officer Notes: 14-1793970 06/28/2007 DOL Company Name Address City State Zip Code Gem Installations Inc P O Box 422 Little Meadows PA 18830 FEIN: Barred Until Fiscal Officer Notes: 23-2709267 04/06/2005 DOL Multiple willfuls Company Name Address City State Zip Code George Begakis FEIN: Barred Until Fiscal Officer Notes: 03/11/2008 As an individual - see Aegean General Contracting Inc Company Name Address City State Zip Code George Bush 19 Hoffman Drive Latham NY 12118 FEIN: Barred Until Fiscal Officer Notes: 01/14/2009 DOL Falsification of payroll records Company Name Address City State Zip Code George Forakis P O Box 8808 Baltimore MD 21224 FEIN: Barred Until Fiscal Officer Notes: 03/07/2007 DOL Falsified payrolls - Paint City Contractors Inc and George Forakis individually • Company Name Address City State Zip Code George J Leva Sr. FEIN: Barred Until Fiscal Officer Notes: 02/06/2008 As an individual dba Ontario Flooring Company. Debarment period extended after additional violation Company Name Address City State Zip Code George Lucey,Manual Tobio(see note) 150 Kings Street Brooklyn NY 11231 FEIN: Barred Until Fiscal Officer Notes: NYC Manuel P Tobio and Lake Constr and Development Corp (individually and as a whole) grand lameny,falsified records,debarred permanently Tuesday, February 08, 2005 Page 11 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code GM Enterprises 248 Lein Road West Seneca NY 14224 FEIN: Barred Until Fiscal Officer Notes: 16-1509833 05/20/2007 See Asbestos Systems Inc Construction Inc. Plea agreement with Company Name Company Name Address Address City State Zip Code Goldhand Construction LLC 116 East Saddle River Rd Saddle River NJ 07458 FEIN: Barred Until Fiscal Officer Notes: State Zip Code HDA Construction 22-3765123 05/14/2008 DOL Falsified of payroll records NY 10473 FEIN: Company Name Fiscal Officer Notes: Address City State Zip Code Gregory McCoy 540 Commerce St - Ste 6 Thomwood NY 10594 FEIN: FEIN: Barred Until Fiscal Officer Notes: 06-1482076 09/11/2008 05/20/2007 As an individual. See GM Enterprises dba Asbestos Systems Inc and Company Name Address City State Zip Code Gregory Kloepfer 248 Lein Road West Seneca NY 14224 FEIN: Barred Until Fiscal Officer Notes: 10/06/2009 DOL As an individual. See Kloepfer's Floor Coverning Construction Inc. Plea agreement with Company Name A.G.'s Office. Address City State Zip Code Gulley Terrazzo Tile & Flooring Cc P O Box 11304 Rochester NY 14611 FEIN: Barred Until Fiscal Officer Notes: State Zip Code HDA Construction 16-1396462 04/06/2005 DOL See Tobie R Gulley NY 10473 FEIN: Company Name Fiscal Officer Notes: Address City State Zip Code Hamax Construction Corporation 540 Commerce St - Ste 6 Thomwood NY 10594 FEIN: Barred Until Fiscal Officer Notes: 06-1482076 09/11/2008 DOL Also Thomas Hanlon and William Valentine as individuals. Multiple willfuls and - falsification of records. Debarment period extended after other willful violations Company Name Address City State Zip Code Harrison Jarvis 132 W 129th St -Ste 4W New York NY 10027 FEIN: Barred Until Fiscal Officer Notes: 08/12/2009 AG As an individual and Two By Four Carpentry and Construction Inc. Plea agreement with A.G.'s Office. Company Name Address City State Zip Code HDA Construction 942 Havemeyer Avenue Bronx NY 10473 FEIN: Barred Until Fiscal Officer Notes: 06-1613022 12/10/2007 DOL Falsified records Tuesday, February 08, 2005 Page 12 of 30 0. • • I 0 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Hector Colon 3643 Bruckner Blvd Bronx NY 10464 FEIN: Barred Until Fiscal Officer Notes: 04/17/2007 DOL Conducting business as M & H Climate and Energy Management Ltd. Falsified payrolls Company Name - Address City State Zip Code Hi Tech Insulation P O Box 12861 Rochester NY 14612 FEIN: Barred Until Fiscal Officer Notes: 16-1487213 12/09/2007 DOL Kevin C. Marlowe dba Hi Tech Insulation - multiple violations Company Name Address City State Zip Code Hi -Amp Electrical Construction Corp 265-12 Hillside Avenue Floral Park NY 11004 FEIN: Barred Until Fiscal Officer Notes: 14609 13-3520080 04/30/2007 DOL and Ivan Torres individually. Falsified payrolls Company Name Address City State Zip Code I C Construction Company Inc 120 South Broadway Red Hook NY 12571 FEIN: Barred Until Fiscal Officer Notes: 14-1789216 08/21/2007 DOL Multiple willfals - Debarment period extended after additional violations Company Name Address City State Zip Code IES Environmental Inc 1655 Elmwood Avenue Cranston RI 02910 FEIN: Barred Until Fiscal Officer Notes: 10/05/2009 DOL And International Environmental Services Inc and James 1 Ney Jr as an individual. Falsification of payroll records Company Name Address Intercounty Roofing Systems Inc 20 Jerusalem Avenue FEIN: Barred Until Fiscal Officer Notes: 11-3550866 05/09/2006 DOL Falsified payrolls City Hicksville 0; Company Name Address City Interior Decorating Floor Covering Co Inc 2229 Clifford Avenue Rochester FEIN: Barred Until Fiscal Officer Notes: 16-1337838 07/29/2007 DOL Falsification of records Company Name Address City International Environmental Resources FEIN: Barred Until Fiscal Officer Notes: 05-0448266 08/09/2007 See International Environmental Services Inc W Tuesday, February 08, 2005 0 State Zip Code NY 11801 State Zip Code NY 14609 State Page 13 of 30 Zip Code LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code International Environmental Services Inc 2 Stafford Court Cranston RI 02920 FEIN: Barred Until Fiscal Officer Notes: 05-0448266 10/05/2009 DOL dba International Environmental Resources - Falsified payrolls - Debarment period extended after additional violation. Also IES Environmental Inc and James J Ney Jr as an individual Company Name Address City State Zip Code Ismael Cisneros P 0 Box 337 Burlingham NY 12722 FEIN: Barred Until Fiscal Officer Notes: 06-1260246 04/14/2008 As an individual - See Izi Plumbing & Heating Ltd Company Name Address City State Zip Code Ivan Torres 265-12 Hillside Avenue Flom] Park NY 11004 FEIN: Barred Until Fiscal Officer Notes: FEIN: 04/30/2007 DOL Individually and Hi -Amp Electrical Construction Corp. Falsified payrolls Company Name Address City State Zip Code Izi Plumbing & Heating Ltd 291 Metropolitan Avenue Brooklyn NY 11211 FEIN: Barred Until Fiscal Officer Notes: 11-3157717 04/14/2008 - DOL and Ismael Cisneros, Individually - falsified payrolls Company Name Address City State Zip Code J Barr Construction Corp 119-51 Metropolitan Ave Jamaica NY 11415 FEIN: Barred Until Fiscal Officer Notes: 11-3344003 12/14/2009 DOL and Steve 1 Nictas as an individual. Multiple willful violations Company Name Address City State Zip Code J Mangone Contracting Inc 53 13th Avenue Mineola NY 11501 FEIN: Barred Until Fiscal Officer Notes: 11-2802563 11/07/2006 DOL Falsified payrolls and kickbacks of wages and supplements Company Name Address City State Zip Code J T Painting Corp P 0 Box 337 Burlingham NY 12722 FEIN: Barred Until Fiscal Officer Notes: 06-1260246 02/26/2009 DOL Falsification of records Company Name Address City State Zip Code James Avallone FEIN: Barred Until Fiscal Officer Notes: 08/07/2008 As an individual - see James Avallone Tile & Marble - debarment period extended Tuesday, February 08, 2005 Page 14 of 30 Tuesday, February 08, 2005 Page 15 of 30 -- --- ---- -- - - - TO -- BID- ON OR - BE AWARDED------ - -- ANY-- PUBLIC--- - �LIST OF EMPLOYERS INELIGIBLE- - WORK-------- CONT--RACT Company Name Address City State Zip Code James Avallone Tile & Marble 217 Christie Street Ridgefield Park NJ 07660 FEIN: Barred Until Fiscal Officer Notes: 07.5336752 08/07/2008 DOL Multiple willful violations - debarment period extended Company Name Address City State Zip Code James J Ney Jr 1655 Elmwood Avenue Cranston RI 02910 FEIN: Barred Until Fiscal Officer Notes: 10/05/2009 DOL As an individual. See International Environmental Services Inc and IES Environmental Inc �- Company Name Address City State Zip Code JBC Industries of Parish Inc P O Box 728 - CR 44 Mexico NY 13114 FEIN: Barred Until Fiscal Officer Notes: 16-1470149 07/24/2007 DOL Multiple willful violations Company Name Address City State Zip Code JoBeth Inc 795 Portland Avenue Rochester NY 14621 FEIN: Barred Until Fiscal Officer Notes: 16-1441129 04/19/2005 DOL Stipulated to debarment Company Name Address City State Zip Code John Varelakis 2063 Maple Street Wantaugh NY 11793 FEIN: Barred Until Fiscal Officer Notes: 02/20/2007 As an individual -See Spmcewood Painting Corp Company Name Address City State Zip Code JRC Aris Electric Contractors FEIN: Barred Until Fiscal Officer Notes: 09/13/2009 See JRC Electric Control Service Inc Company Name Address City State Zip Code JRC Electric Control Service Inc 516 East 51 st Street Brooklyn NY 11236 FEIN: Barred Until Fiscal Officer Notes: 11-3199418 09/13/2009 NYC a/k/a JRC Aris Electric Contractors - multiple willfull violations Company Name Address City State Zip Code Julius and Gita Behrend 5 Emes Lane Monsey NY 10952 FEIN: Barred Until Fiscal Officer Notes: See Emes Heating & Plumbing Contractor, Inc Tuesday, February 08, 2005 Page 15 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code K & K Restoration Corp 752 Cypress Drive Franklin Square NY 11010 FEIN: Barred Until Fiscal Officer Notes: 11-3350553 04/14/2005 NYC Falsified records Company Name Address City State Zip Code Keith Grimes Inc Fairlawn Dr - P O Box 964 Montauk NY 11954 FEIN: Barred Until Fiscal Officer Notes: 11-2938037 03/21/2006 DOL Falsified records Company Name Address City State Zip Code Kenneth Mea 62 Neulist Avenue Port Washington NY 11050 FEIN: Barred Until Fiscal Officer Notes: 07/17/2009 As an individual. See Bat -Jac Construction Company Name Address City State Zip Code Kevin C Marlowe FEIN: Barred Until Fiscal Officer Notes: See Hi Tech Insulation Company Name Address City State Zip Code Keystone Construction Corp 9945 Fort Hamilton Pkwy Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 16-1402500 08/20/2008 DOL And Nicholas Margaritis as an individual Company Name Address City State Zip Code Kingston Trucking & Rigging Corp 99 St Nicholas Avenue Brooklyn NY 11237 FEIN: Barred Until Fiscal Officer Notes: 11-3540715 02/19/2008 DOL As a substantially owned -affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records Company Name Address City State Zip Code Kloepfer s Floor Covering 248 Lein Road West Seneca NY 14224 FEIN: Barred Until Fiscal Officer Notes: 16-1234359 10/06/2009 DOL And Gregory Kloepfer as an individual. Multiple willful violations Company Name Address city State Zip Code Komas Construction Corporation 162 85th Street Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 11-2691706 01/09/2006 NYC Falsified payrolls Tuesday, February 08, 2005 Page 16 of 30 W 0 10 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code L & T Plumbing Corp 367 Veterans Memorial Hwy Commack NY 11725 FEIN: Barred Until Fiscal Officer Notes: 11-3223496 01/11/2010 DOL And Robert DeMonte as an individual. Company Name Address City State Zip Code Lake Construction and Development Corp FEIN: Barred Until Fiscal Officer Notes: 11-2678816 See George Lucey Company Name Address City State Zip Code Linda Williams c/o MJAB Construction Inc 183 Washington Avenue New Rochelle NY 10801 FEIN: Barred Until Fiscal Officer Notes: 04/22/2009 DOL As an individual. See MJAB Construction Inc Company Name Address City State Zip Code Lorenzo DeVardo 1850 Steinway Street Long Island City NY 11105 FEIN: Barred Until Fiscal Officer Notes: 01/08/2009 DOL As an individual. See Vardo Construction Corp Company Name Address City State Zip Code Lounsbury Erectors Inc FEIN: Barred Until Fiscal Officer Notes: 05/27/2009 See Dennis Lounsbury Builders Inc Company Name Address City State Zip Code LTS Construction 24 Miller Street Rochester NY FEIN: Barred Until Fiscal Officer Notes: 16-1463105 06/30/2009 See Thomas L. Smalls Company Name Address City State Zip Code w' M & H Climate and Energy Management Ltd FEIN: Barred Until Fiscal Officer Notes: 58-2152185 04/17/2007 See Hector Colon Company Name Address City State Zip Code M & S Pipeline Excavation Company Inc 784 Conklin Road Binghamton NY 13903 FEIN: Barred Until Fiscal Officer Notes: 16-0926714 05/06/2009 DOL Multiple willful violations Tuesday, February 08, 2005 Page 17 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Mac Stringer Painting 250 Lake Avenue Rochester NY 14608 FEIN: Barred Until Fiscal Officer Notes: 16-1008740 12/18/2006 DOL Falsification of records Company Name Address City State Zip Code Manbru Construction Corp 1439 Wood Road Bronx NY 10462 FEIN: Barred Until Fiscal Officer Notes: 02/19/2008 DOL Also at 201-203 E 22nd Street, New York 10010. As a substantially owned -affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records. Company Name Address City State Zip Code Manuel P. Tobio FEIN: Barred Until Fiscal Officer Notes: See George Lucey Company Name Address City State Zip Code Manuel Tobio FEIN: Barred Until Fiscal Officer Notes: See George Lucey Company Name Address City State Zip Code Marianne Ogden 795 Portland Avenue Rochester NY 14621 FEIN: Barred Until Fiscal Officer Notes: 04/19/2005 DOL Multiple willfuls - President and Treasurer of Jobeth - stipulated to debarment Zip Code Company Name Address City State Mary Newsom 1537 Union Street Schenectady NY 12309 FEIN: Barred Until Fiscal Officer Notes: - 05/24/2009 DOL As an individual. See Pachyderm Enterprises, Inc Company Name Address Mas -Ann Mechanical Inc 35 Regency Oaks Blvd FEIN: Barred Until Fiscal Officer Notes: 16-1357694 07/12/2007 DOL City State Zip Code Rochester NY 14624 Company Name Address City Masciatelli Construction Cc 784 Conklin Road Binghamton FEIN: Barred Until Fiscal Officer Notes: 16-0902053 05/06/2009 DOL Multiple willful violations State NY Tuesday, February 08, 2005 Page 18 of 30 up cooe 13903 0. • 0 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT i Company Name Address City State Zip Code Merchants I & S Corp Inc 7732 Victor Mention Road Victor - NY 14564 FEIN: Barred Until Fiscal Officer Notes: 16-1405450 11/22/2007 DOL Debarment extended after additional violation Ej Company Name Address City State Zip Code Merit Fence Co Inc 130 Old Route 6 Carmel NY 10512 FEIN: Barred Until Fiscal Officer Notes: 06-1350241 08/06/2008 DOL Multiple willful violations payroll records Company Name Address City State Zip Code Company Name Address City State Zip Code Michael Falgiano Jr. Fiscal Officer Notes: FEIN: Barred Until Fiscal Officer Notes: Principal officer -partner and/or shareholder - See M Falgiano Construction Co Inc a.ompany Name Hcaress City State Zip Gode Michael Falgiano Sr FEIN: Barred Until Fiscal Officer Notes: Principal officer -partner and/or shareholder - see M Falgiano Construction Co Inc Company Name Address City State Zip Code Michael R Palmer FEIN: Barred Until Fiscal Officer Notes: 11/22/2007 As an individual - See Commtech Communications Inc and Commtech Electrical Construction Corp Company Name Address City State Zip Code Mida Painting Ltd 159 92nd Street Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 08/07/2008 NYC and Franco Paints, Inc. and Nicholas Kallergis and Stamatia Kallergis, as individuals. Assurance of Discontinuance/Settlement Agreement Company Name Address City State Zip Code MJAB Construction Inc 183 Washington Avenue New Rochelle NY 10801 FEIN: Barred Until Fiscal Officer Notes: 58-2620937 04/22/2009 DOL and Linda Williams as an individual. Falsification of payroll records Company Name Address City State Zip Code Monarch Construction Corporation 1057 Jackson Avenue Long Island City NY 11101 FEIN: Barred Until Fiscal Officer Notes: 13-2808501 07/26/2005 NYC And Charles Saliba - falsified payrolls Tuesday, February 08, 2005 Page 19 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT j Company Name Address City Address City State Zip Code Muhammad A Beig 11758 142 East Market Street Long Beach NY 11561 FEIN: Barred Until Fiscal Officer Notes: Company Name Address City State 10/21/2007 DOL As an individual - falsified payrolls 159 92nd Street Brooklyn NY Company Name FEIN: Barred Until Address City State Zip Code Musa Pacuku Company Name Address City State Zip Code FEIN: Barred Until Fiscal Officer Notes: FEIN: Barred Until Fiscal Officer Notes: 04/14/2008 As an individual - See Victory Roofing & Contracting Co Inc See Keystone Construction Corp. Company Name Address City State Zip Code Navarro Special Cleaning Services Inc 85-12 Sixty -Seventh Ave Queens NY 11374 FEIN: Barred Until Fiscal Officer Notes: 11-2946101 04/16/2006 NYC Falsified payrolls Company Name Address City State Zip Code Neptune Construction Co 94 Cleveland Avenue Massepequa NY 11758 FEIN: Barred Until Fiscal Officer Notes: 11-2779916 See Wayne Vitale Inc Company Name Address City State Zip Code Nicholas Kallergis 159 92nd Street Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 08/07/2008 As an individual. See Franco Paints, Inc.and Mida Painting Ltd Company Name Address City State Zip Code Nicholas Margaritis FEIN: Barred Until Fiscal Officer Notes: 08/20/2008 See Keystone Construction Corp. Company Name Address City State Zip Code Nikolaos D. Varelakis 94 Cleveland Avenue Massepequa NY 11758 FEIN: Barred Until Fiscal Officer Notes: 02/20/2007 As an individual - See Sprucewood Painting Corp Company Name Address City State Zip Code Northeast Regional Communications Inc 232 Main Street Vestal NY 13850 FEIN: Barred Until Fiscal Officer Notes: 16-1470036 03/24/2005 DOL Also P O Box 573 Appalachia NY 13732 - multiple wilifuls Tuesday, February 08, 2005 Page 20 of 30 f: 17 0 0 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Nu -Look Painting & Wallpapering Inc 151-60 7th Avenue Whitestone NY 11357 FEIN: Barred Until Fiscal Officer Notes: 11-3389457 08/04/2009 AG and TF Painting Corp. and Tarcisio Ferreira, individually. Plea agreement with the A.G.'s Office. Company Name Address City State Zip Code Olib Construction Company Inc 120 South Broadway Red Hook NY 12571 FEIN: Barred Until Fiscal Officer Notes: 22-3200661 11/14/2006 DOL Company Name Address City State Zip Code Olympic Associates Inc 2843 U.S. Route I 1 Lafayette NY 13084 FEIN: Barred Until Fiscal Officer Notes: 16-1444097 01/08/2007 DOL Multiple willful violations Company Name Address City State Zip Code Olympic Window Installers Inc 174 Lincoln Avenue Hawthorne NJ 07506 FEIN: Barred Until Fiscal Officer Notes: 22-3034903 07/21/2008 DOL and Carl and Russell Babb as individuals Company Name Address City State Zip Code P & H Supply Company Inc 241-A Harrison Avenue Harrison NY 10528 FEIN: Barred Until Fiscal Officer Notes: 13-3868727 05/25/2009 DOL . Multiple willful violations - debarment period extended after additional willful violations Company Name Address City State Zip Code Pachyderm Enterprises Inc 1537 Union Street Schenectady NY 12309 FEIN: Barred Until Fiscal Officer Notes: 00-1386527 05/24/2009 DOL And Willie Jones and Mary Newsom as individuals - Multiple willful violations Tuesday, February 08, 2005 • Page 21 of 30 Company Name Address City State Zip Code Ontario Flooring Company 296 Rogers Parkway Rochester NY 14617 FEIN: Barred Until Fiscal Officer Notes: 16-1554554 02/06/2008 DOL See George 1 Leva Sr. Debarment period extended after additional violation Company Name Address City State Zip Code Oswego Trucking & Leasing 258 Washington Blvd Oswego NY 12801 FEIN: Barred Until Fiscal Officer Notes: 16-1371814 07/21/2008 DOL Falsified records Company Name Address City State Zip Code P & H Supply Company Inc 241-A Harrison Avenue Harrison NY 10528 FEIN: Barred Until Fiscal Officer Notes: 13-3868727 05/25/2009 DOL . Multiple willful violations - debarment period extended after additional willful violations Company Name Address City State Zip Code Pachyderm Enterprises Inc 1537 Union Street Schenectady NY 12309 FEIN: Barred Until Fiscal Officer Notes: 00-1386527 05/24/2009 DOL And Willie Jones and Mary Newsom as individuals - Multiple willful violations Tuesday, February 08, 2005 • Page 21 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Paint City Contractors Inc P O Box 8808 Baltimore MD 21224 FEIN: Barred Until Fiscal Officer Notes: 52-1764775 03/07/2007 DOL Falsified payrolls Company Name Address City State Zip Code Pardee Construction FEIN: Barred Until Fiscal Officer Notes: 16-1557064 03/12/2009 See Dalton Steel Inc. Company Name Address City State Zip Code Patrick Bistrian Jr Inc 175 Springs Fireplace Rd East Hampton NY 11937 FEIN: Barred Until Fiscal Officer Notes: 11-2590480 06/06/2005 DOL Falsified records Company Name Address City State Zip Code Paul M Maintenance Inc 7 Gatewood Drive Hauppague NY 11788 FEIN: Barred Until Fiscal Officer Notes: 11-3287638 07/02/2007 DOL Falsified payrolls Company Name Address City State Zip Code Pete Forakis P O Box 8808 Baltimore MD 21224 FEIN: Barred Until Fiscal Officer Notes: 03/07/2007 DOL Multiple wilifuls - Paint City Contractors Inc and Panagiotis Forakis dba Pete Forakis Company Name Address City State Zip Code Pilos Contracting Corp 271 58th Street Brooklyn NY 11220 FEIN: Barred Until Fiscal Officer Notes: 11-2540761 08/10/2005 DOL one willful with NYC and one willful with DOL Company Name Address City State Zip Code Pipejackers Inc 15 East Bartlett Road Middle Island NY 11953 FEIN: Barred Until Fiscal Officer Notes: 11-2209596 06/26/2007 DOL Company Name Address City State Zip Code Port Ewen Trucking Corp 2013 Flatbush Avenue Brooklyn NY 11234 FEIN: Barred Until Fiscal Officer Notes: 11-3484639 02/19/2008 DOL Also at 99 St. Nicholas Avenue, Brooklyn, NY 11237. As as substantially owned - affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records Tuesday, February 08, 2005 Page 22 of 30 Company Name Address City State Zip Code Robbye Bissesar 89-51 Springfield Blvd Queens Village NY 11427 FEIN: Barred Until Fiscal Officer Notes: As an individual. See Star International Inc Company Name LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Address City State Zip Code Robert Amendola 1084 Sunrise Highway Amityville NY 11701 FEIN: Barred Until Fiscal Officer Notes: Company Name Address City State Zip Code Company Name Professional Fence Co of WNY Inc 6479 Willow Drive North Boston NY 14075 FEIN: Barred Until Fiscal Officer Notes: 11725 FEIN: Barred Until Fiscal Officer Notes: 16-1425254 07/08/2005 DOL multiple willfuls 01/10/2010 As an individual. See L & T Plumbing Corp. Company Name Address City State Zip Code Rainbow Mechanical Systems Inc 42-49 Colden St - Suite 3 Flushing NY 11355 FEIN: Barred Until Fiscal Officer Notes: 01/28/2007 NYC Plea agreement Company Name Address City State Zip Code .Rapid Demolition Co Inc 2550 West 13th Street Brooklyn NY 11223 FEIN: Barred Until Fiscal Officer Notes: 11-2869485 11/18/2007 NYC And successors r Company Name Address City State Zip Code Rebecca Gatto -Wood FEIN: Barred Until Fiscal Officer Notes: 05/18/2009 As an individual. See Diracon Commercial Contractors. Company Name Address City State Zip Code Republic Construction & Management Inc 8111 7th Avenue Brooklyn NY 11228 FEIN: Barred Until Fiscal Officer Notes: 11-3178177 12/10/2007 NYC and Azam Ali Chaudhry - falsified payrolls - plea agreement Company Name Address City State Zip Code Robbye Bissesar 89-51 Springfield Blvd Queens Village NY 11427 FEIN: Barred Until Fiscal Officer Notes: As an individual. See Star International Inc Company Name Address City State Zip Code Robert Amendola 1084 Sunrise Highway Amityville NY 11701 FEIN: Barred Until Fiscal Officer Notes: 03/19/2008 As an individual. See Westwood Fence Corp. Company Name Address City State Zip Code Robert DeMonte 367 Veterans Memorial Hwy Commack NY 11725 FEIN: Barred Until Fiscal Officer Notes: 01/10/2010 As an individual. See L & T Plumbing Corp. 0' Tuesday, February 08, 2005 91 Page 23 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Russell Babb FEIN: Barred Until Fiscal Officer Notes: 07/21/2008 As an individual - See Olympic Window Installers Inc Company Name Address City State Zip Code S & B Construction & Contracting Ltd 78 Wohseepee Road Brightwaters NY 11718 FEIN: Barred Until Fiscal Officer Notes: 11-2987611 04/15/2007 DOL Company Name Address City State Zip Code Savoya Construction Corp 13-15 37th Avenue Long Island City NY 11101 FEIN: Barred Until Fiscal Officer Notes: 06-1421004 09/21/2006 DOL a Joint Venture with United Painting and Contracting Inc. - falsified payrolls - debarment period extended Company Name Address City State Zip Code Sawas A. Sawa FEIN: Barred Until Fiscal Officer Notes: 10/14/2008 See Euro Craft Restoration Inc Company Name Address City State Zip Code Scott Bendersky 78Wohseepee Road Brightwaters NY 11718 FEIN: Barred Until Fiscal Officer Notes: 04/15/2007 DOL Individually and as Officer and/or Shareholder of S & B Construction and Contracting Ltd Company Name Address City State Zip Code Sean Campion P O Box 82 Valatie NY 12184 FEIN: Barred Until Fiscal Officer Notes: 10/14/2008 dba Everlasting Slate - as an individual Company Name Address City State Zip Code Shirley J Pardee 197 U S Route 1 I Central Square NY 13036 FEIN: Barred Until Fiscal Officer Notes: 03/12/2009 As an individual. See Dalton Steel Inc dba Pardee Construction. Company Name Address City State Zip Code Southwestern General Contracting Inc 1586 Gowans Road Angola NY 14006 FEIN: Barred Until Fiscal Officer Notes: 16-1569822 10/08/2009 DOL Falsification of records Tuesday, February 08, 2005 Page 24 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Spider Construction and Waterproofing Inc 806 53rd Street Brooklyn NY 11220 FEIN: Barred Until Fiscal Officer Notes: 11/19/2006 NYC Falsified payroll records t Company Name Address City State Zip Code Spmcewood Painting Corp 94 Cleveland Avenue Massapequa NY 11758 FEIN: Barred Until Fiscal Officer Notes: 11-2949533 02/20/2007 NYC and Nikolaus D. Varelakis, Susan E. Varelakis and John Varelakis, as individuals. Multiple willful violations and falsified payroll records. Assurance of. Discontinuance/Settlement Agreement. Company Name Address City State Zip Code Stamatia Kallergis 159 92nd Street Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 08/07/2008 As an individual. See Franco Paints, Inc. and Mida Painting Ltd Company Name Address City State Zip Code Star International Inc 89-51 Springfield Blvd Queens Village NY 11427 FEIN: Barred Until Fiscal Officer Notes: 00-1613496 DOL Also Robbye Bissesar. Falsified payroll - permanently debarred Company Name Address City State Zip Code State Environmental Services Inc 1801 Stillwell Avenue Brooklyn NY 11223 FEIN: Barred Until Fiscal Officer Notes: 11-3164259 02/25/2008 NYC Plea agreement Company Name Address City State Zip Code State of the Art Construction 140 Marine Street Farmingdale NY 11735 FEIN: Barred Until Fiscal Officer Notes: 11-2653210 10/06/2005 DOL Multiple willful violations Company Name Address City State Zip Code Stephen Potter I l2 Summerville Drive Rochester NY 14617 FEIN: Barred Until Fiscal Officer Notes: 10/16/2006 DOL dba Drywall Wizard �i Company Name Address City State Zip Code Steve J Nictas c/o J Barr Constr 119-51 Metropolitan Ave Jamaica NY 11415 FEIN: Barred Until Fiscal Officer Notes: 12/14/2009 DOL As an individual - See J Barr Construction Corp. Tuesday, February 08, 2005 Page 25 of 30 I LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Steve Menzer 62 Neulist Avenue Port Washington NY 11050 FEIN: Barred Until Fiscal Officer Notes: 07/17/2009 As an individual. See Bat -Jac Construction Company Name Address City State Zip Code Super Structure Builders Inc 99 St Nicholas Avenue Brooklyn NY 11237 FEIN: Barred Until Fiscal Officer Notes: 11-3487355 02/19/2008 DOL Also at 2013 Flatbush Avenue, Brooklyn, NY 11234. As a substantially owned -affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records Company Name Address City State Zip Code Superior Jamestown Corporation 55 Jones -Gifford Avenue Jamestown NY 14701 FEIN: Barred Until Fiscal Officer Notes: 16-1381131 03/17/2008 NYC Falsified payroll records Company Name Address City State Zip Code Susan E. Varelakis 94 Cleveland Avenue Massapequa NY 11758 FEIN: Barred Until Fiscal Officer Notes: 02/20/2007 As an individual - See Sprucewood Painting Corp Company Name Address City State Zip Code T J Wilson Electric Inc 263 Waverly Avenue Mamaroneck NY 10543 FEIN: Barred Until Fiscal Officer Notes: 13-3615112 02/10/2007 NYC Falsified payrolls Company Name Address City State Zip Code Tarcisio Ferreira 151-60 7th Avenue Whitestone NY 11357 FEIN: Barred Until Fiscal Officer Notes: _ 08/04/2009 AG and Nu -Look Painting & Wallpapering Inc and TF Painting Corp. Plea agreement with A.G.'s Office. Company Name Address City State Zip Code Tele -Data -Com Solutions Inc 597 Tracey Creek Road Vestal NY 13850 FEIN: Barred Until Fiscal Officer Notes: 52-2216924 03/24/2005 DOL alter ego of Northeast Regional Communications Inc Company Name Address City State Zip Code TF Painting Corp 151-60 7th Avenue Whitestone NY 1135' FEIN: Barred Until Fiscal Officer Notes: 08/04/2009 AG and Nu -Look Painting & Wallpapering Inc. and Tarcisio Ferreira, individually. Plea agreement with A.G.'s Office Tuesday, February 08, 2005 Page 26 of 30 i Tuesday, February 08, 2005 0 Page 27 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code TGR Corporation 22 Troy Lane Lincoln Park NJ 07035 FEIN: Barred Until Fiscal Officer Notes: 22-2671011 07/31/2006 DOL Multiple violations Company Name Address City State Zip Code Thomas Hanlon FEIN: Barred Until Fiscal Officer Notes: 09/11/2008 As an individual. See Hamax Construction Corp Company Name Address City State Zip Code Thomas K Falgiano FEIN: Barred Until Fiscal Officer Notes: Principal officer -partner and/or shareholder - see M Falgiano Construction Co Inc Company Name Address City State Zip Code Thomas L Smalls 24. Miller Street Rochester NY 14605 FEIN: Barred Until Fiscal Officer Notes: 06/30/2009 DOL dba LTS Construction - also as an individual. Falsified payrolls. Company Name Address City State Zip Code Thomas Masonry & Concrete Inc 803 West Avenue, Ste 207 Rochester NY 14611 FEIN: Barred Until Fiscal Officer Notes: 16-1535306 08/18/2009 DOL Multiple willful violations Company Name Address City State Zip Code Thomas, Masonry Enterprise Inc 955 Buffalo Road Rochester NY 14624 FEIN: Barred Until Fiscal Officer Notes: 73-3103284 08/18/2009 DOL Multiple willful violations Company Name Address City State Zip Code � Tobie R Gulley P O Box 11304 Rochester NY 14611 FEIN: Barred Until Fiscal Officer Notes: 04/06/2005 DOL Dba Gulley Terrazzo Tile & Flooring Co. - multiple willfuls Company Name Address City State Zip Code Topo-Metrics Inc 432 Park Avenue South New York NY 10016 FEIN: Barred Until Fiscal Officer Notes: 11-2465550 04/22/2009 DOL Falsification of payroll records i Tuesday, February 08, 2005 0 Page 27 of 30 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Topor Contracting Inc 153 Fillmore Avenue Buffalo NY 14210 FEIN: Barred Until Fiscal Officer Notes: 16-1590680 04/27/2009 DOL Falsified payrolls Company Name Address City State Zip Code Tower Building Maintenance and Mgmt 347 Kingsland Avenue Brooklyn NY 11222 FEIN: Barred Until Fiscal Officer Notes: 11-3042307 11/24/2008 DOL Additional willful violations - debarment period extended Company Name Address City State Zip Code Tri-State Building Contractors Inc 108 Sparrow Ridge Road Cannel NY 10512 FEIN: Barred Until Fiscal Officer Notes: 14-1765905 05/24/2009 DOL Falsified payroll records Company Name Address City State Zip Code Two By Four Carpentry and Constr Inc 132 W 129th St -Ste 4W New York NY 10027 FEIN: Barred Until Fiscal Officer Notes: 08/12/2009 AG dba of Harrison Jarvis. Plea agreement with A.G.'s Office. Company Name Address City State Zip Code Uhlein Property Services and Contracting 209 Paddock Street Watertown NY 13601 FEIN: Barred Until Fiscal Officer Notes: 16-1372913 08/10/2005 DOL John C. Uhlem III dba Uhlein Property Services and Contracting - consent by stipulation Company Name Address City State Zip Code United Painting and Contracting Inc 13-15 37th Avenue Long Island City NY 11101 FEIN: Barred Until Fiscal Officer Notes: 09/21/2006 DOL a Joint Venture with Savoya Construction Corp. - falsified payrolls - debarment period extended Company Name Address. City State Zip Code Vardo Construction Corporation 1850 Steinway Street Long Island City NY 1 1 105 FEIN: Barred Until Fiscal Officer Notes: 11-2694892 01/08/2009 DOL And Lorenzo DeVardo as an individual. Falsified payrolls Company Name Address city State Zip Code VICO Mechanicals Systems Inc c/o S.Zeitlin 50 Court St Brooklyn NY 11201 FEIN: Barred Until Fiscal Officer Notes: 01/28/2007 NYC Plea agreement Tuesday, February 08, 2005 Page 28 of 30 a LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Victory Roofing & Contracting Co Inc 265 Victory Boulevard Staten Island NY 10301 FEIN: Barred Until Fiscal Officer Notes: 38-0100331 04/14/2008 DOL and Musa Pacuku as in individual. Falsification of records 101 Company Name Address City State Zip Code W J Grinder Roofing Company 1765 Mt Read Boulevard Rochester NY 14606 FEIN: Barred Until Fiscal Officer Notes: 16-0846854 10/18/2009 DOL As a substantially affiliated employer. See A A Oeneml Contractors, Inc. Multiple violations Company Name Address City State Zip Code W Property Resources Inc 123 West 126th Street New York NY 10027 FEIN: Barred Until Fiscal Officer Notes: 13-3462866 08/16/2006 NYC Multiple willfuls Company Name Address City State Zip Code Wayne Vitale Inc P O Box 325 Port Jefferson NY 11777 FEIN: Barred Until Fiscal Officer Notes: 11-2779916 11/08/2005 DOL Dba Neptune Construction Co Company Name Address City State Zip Code West Electric Inc P O Box 83 Blossvale NY 13308 FEIN: Barred Until Fiscal Officer Notes: 16-1496979 07/19/2006 DOL Multiple willful violations Company Name Address City State Zip Code Westchester Iron Works Corporation 65 Plain Avenue New Rochelle NY 10801 FEIN: Barred Until Fiscal Officer Notes: 13-3459763 03/02/2006 NYC Voluntary debarment • Company Name Address City State Zip Code Westwood Fence Corp 1084 Sunrise Highway Amityville NY 11701 FEIN: Barred Until Fiscal Officer Notes: 11-3084236 03/19/2008 And Robert Amendola as an individual. Falsified payrolls. Plea agreement entered into with Suffolk County D.A.'s Office. Company Name Address City State Zip Code Wiley Development Cc Inc 235 Northampton Street Buffalo NY 14208 FEIN: Barred Until Fiscal Officer Notes: 16-1363561 08/11/2009 DOL Falsified payroll records Tuesday, February 08, 2005 Page 29 of 30 101 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name - Address City State Zip Code William M Stringer FEIN: Barred Until Fiscal Officer Notes: 12/18/2006 See Mac Stringer Painting Company Name Address City State Zip Code William Valentine FEIN: Barred Until Fiscal Officer Notes: 09/11/2008 As an individual. See Hatma Construction Corp Company Name Address City State Zip Code Willie Jones 1537 Union Street Schenectady NY 12309 FEIN: Barred Until Fiscal Officer Notes: 05/24/2009 DOL As an individual. See Pachyderm Enterprises Inc Company Name Address City State Zip Code Wilson Tank Builders Inc 646 North Broad Street Grove City PA. 16127 FEIN: Barred Until Fiscal Officer Notes: 25-1773019 05/08/2006 DOL Falsified records Company Name Address City State Zip Code Wintech Contracting Inc 1950 E Main St - Ste 205A Mohegan Lake NY 10547 FEIN: Barred Until Fiscal Officer Notes: 13-3139312 07/22/2009 DOL Falsified payroll records Tuesday, February 08, 2005 Page 30 of 30 •l STAt&RD INSURANCE REQUIREMENT TOWN OF SOUTHOLD CONTRACT INSURANCE REQUIREMENTS INSURANCE IDENTIFICATION: THE BID NUMBER IS TO APPEAR ON ALL INSURANCE CERTIFICATES INDEPENDENT CONTRACTOR: The Corporation/Contractor/Agency/Consultant, is an independent contractor and covenants and agrees that it, its agents, servants and/or employees will neither hold itself/themselves out as, nor claim to be an employee, servant or agent of the TOWN OF SOUTHOLD, and that it, its agents and employees will not make claim, demand or application to or for any right or privilege applicable to an officer or employee of the TOWN OF SOUTHOLD including, but not limited to Worker's Compensation coverage, Unemployment Insurance benefits, Social Security coverage or retirement membership or credit. INSURANCE: Contractor/vendor shall not commence work under this contract until he has obtained �i all insurance required under the following paragraphs, and the TOWN OF SOUTHOLD has approved such insurance. WORKERS' COMPENSATION: Contractor/vendor shall take out and maintain during the life of this contract, such insurance as will protect both the owner and the contractor from claims under worker's compensation acts and amendments thereto and from any other claims for property damage and for personal injury including death, which may arise from operations under this contract, whether such operations by contractor or by any other party directly or indirectly employed by the contractor. Copy of Certificate to be provided to the TOWN OF SOUTHOLD. DISABILITY INSURANCE & UNEMPLOYMENT INSURANCE: Contractor/vendor shall take out and maintain during the entire term of the contract any disability benefits and unemployment insurance as required by law. Copy of Certificate to be provided to the TOWN OF SOUTHOLD. GENERAL LIABILITY INSURANCE: The contractor/vendor shall take out and maintain during the life of the contract, such bodily injury liability and property damage liability insurance as shall protect him and the Town from claims for damages for bodily injury including accidental death, as well as from i claims for property damage which may arise from operations under this contract, whether such operations be by himself or by any subcontractor or by anyone directly or indirectly employed by either of them. It shall be the responsibility of the contractor/vendor to maintain such insurance in amounts sufficient to fully protect himself and the Town, but in no instance shall amounts be less than those set forth below. These amounts are specified only to establish the minimum coverage acceptable. Bodily injury liability and property damage liability insurance in an amount not less than $1,000,000 (one million dollars) for damages on account of any one accident, and in an amount of not less than $2,000,000 (two million dollars) on account of all accidents (general aggregate). EXCESS/UMBRELLA INSURANCE: The contractor/vendor shall take out and maintain • during the life of the project an excess/ umbrella insurance policy in an amount of not less than $2,000,000 (Five million dollars) each occurrence and aggregate. OTHER CONDITIONS OF COMMERCIAL GENERAL LIABILITY INSURANCE: Coverage shall be written on commercial general liability form. •1 2. Coverage shall include: •I SIR - 1 0' STANtRD INSURANCE REQUIREMENT A. Contractual liability B. Independent contractors C. Products and completed operations AUTOMOBILE LIABILITY INSURANCE: Automobile bodily injury liability and property damage liability insurance shall be provided by the contractor/vendor with a minimum combined single limit (CSL) of $1,000,000 (one million dollars). OTHER CONDITIONS OF AUTOMOBILE LIABILITY INSURANCE: • 1. Coverage shall include: A. All owned vehicles B. Hired car and non -ownership liability coverage C. Statutory no-fault coverage • ADDITIONAL CONDITIONS OF INSURANCE: 1. Contractor/vendor shall submit copies of any or all required insurance policies as and when requested by the Town. 2. If any of the contractor's/vendor's policies of insurance are cancelled or not renewed during the life of • the contract, immediate notice of cancellation of non -renewal shall be delivered to the Town no less than 10 days prior to the date and time of cancellation or non -renewal. CERTIFICATE OF INSURANCE: The contractor/vendor shall file with the TOWN OF SOUTHOLD prior to commencing work under this contract, a certificate of insurance. • 1. Certificate of insurance shall include: A. Name and address of insured B. Issue date of certificate C. Insurance company name D. Type of coverage in effect E. Policy number F. Inception and expiration dates of policies included •i G. Limits of liability for all policies on certificate. included on certificate Description of operations/locations/etc. Box must include the statement: "THE TOWN OF SOUTHOLD IS LISTED AS ADDITIONAL INSURED" CERTIFICATE HOLDER SHALL BE LISTED AS: TOWN OF SOUTHOLD 53095 MAIN ROAD PO BOX 1179 SOUTHOLD, NEW YORK 11971 2. If the contractor's/vendor's insurance policies should be non -renewed, cancelled or expire • during the life of the contact, the Town shall be provided with a new certificate indicating the replacement policy information as requested above. Thirty days (30) prior written notice to the TOWN OF SOUTHOLD for cancellation is applicable. II: 9 • GENERAL CONDITIONS * INDEX • 1. Definitions of Terms 2. Standards of Workmanship 3. Samples 4. Manufactured Materials 5. Laboratory • 6. Shop Drawings 7. Permits 8. Plans and Specifications 9. Cutting, Patching and Digging 10. Errors, Omissions and Discrepancies • 11. Temporary Toilet 12. Proper Method of Work and Proper Materials 13. Inspection 14. Waiver 15. Water and Electric Power • 16. Machinery and Equipment 17. Maintenance 18. Schedule of Operations 19. Right to Use Work 20. Notice of Warning •� 21. Warning Signs 22. Accident Prevention 23. Damages 24. Maintenance of Traffic 25. Final Site Cleaning • i 26. Protection of Land Markers, Trees, Shrubs, and Property 27. Protection of Utilities 28. No Damages for Delay 29. Record Keeping 30. Subcontractors and Suppliers • 31. Penal Law GC -1 0) . GENERAL CONDITIONS . 1. DEFINITIONS OF TERMS: Whenever the following words and expressions are used in the Specifications, it is understood that they have the meaning defined below: • PLANS: All official drawings or reproductions of drawings pertaining to the work or to any structure connected therewith. SPECIFICATIONS: The body of directions, requirements, descriptions, etc. contained in this document, together with all documents of any description and agreements made (or to be made) • pertaining to the methods or manner of performing the work and/or to the quantities and quality of materials to be furnished and accepted under this Contract. OWNER: Shall mean Town Board, Town of Southold • ENGINEER (ARCHITECT): L.K. McLean Associates as engaged by the Owner and duly authorized to represent the Owner in the execution of the work covered by the consultants and assistants engaged by the Owner and the Engineer to the extent of the particular duties entrusted to them. • CONTRACT: Collectively, the Contract executed by the Owner and the Contractor, Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Special Conditions, Specifications, Construction Drawings, Addenda, Performance Bonds, and all supplemental agreements made or to be made. • CONTRACTOR: The party of the second part hereto, whether corporation, firm or individual, or any combination thereof, and successor, personal representatives, executors, administrators and assigns, and any person, firm or corporation who or which shall at any time be substituted in place of the second part under this Contract. • INSPECTOR: An authorized representative of the Owner or his Engineer assigned to make any and all necessary inspections of the work performed and the materials furnished by the Contract. MATERIALS: Any approved materials acceptable to the Engineer and conforming to the requirements of these Specifications. • WORK: All of the work proposed to be accomplished at the site of the project, and all such other work as is in any manner required to accomplish the complete project. This includes all plant, labor, materials, supplies, equipment and other facilities and acts necessary or proper or incidental to the carrying out and completion of the terms of this Contract. The term "work performed" shall be construed to include the material delivered to and suitably stored at the site of the project. • 2. STANDARDS OF WORKMANSHIP: The apparent silence of the Specifications as to any detail or an apparent omission from them of a detailed description concerning any work to be done and materials to be furnished shall be regarded as meaning that only the best general practice observed in the latest current construction work is to prevail and that only material and • workmanship of first quality is to be used in this connection and all interpretations of these Specifications shall be made upon this basis. GC -2 • GENERAL CONDITIONS • 3. SAMPLES: The Contractor shall furnish for approval, all samples as directed. The work shall be in accordance with approved samples. • Samples shall be submitted in ample time so as to prevent delay in fabrication or ordering of materials, allowing for a reasonable time for the Engineer to consider the samples submitted and, if necessary, to permit a resubmission of samples to the Engineer until approval is given. • Work and material shall be furnished and executed in accordance with approved samples, in every aspect. Each sample shall be labeled, bearing material, name and quality, Contractor's name, date and other pertinent data. Unless otherwise specified, samples shall be in duplicate and of adequate size to show quality, type, color, range and finish and texture of material. Materials shall not be ordered until approval is received in writing from Engineer. • 4. MANUFACTURED MATERIALS: Where several materials are specified by name, the Engineer shall have the right, before execution of the Contract, to require any and all bidders to state the materials upon which they based their bid. Where any materials are specified by name or trade name, or by catalog number of a company or companies, the Contractor shall fwnish the • article mentioned unless approval of the Engineer is obtained in writing for a substitution. Should Contractor desire to substitute another material for one or more specified by name, he shall apply in writing for such permission and state credit or extra involved. He shall also provide supporting data and samples for Engineer's consideration. Unless particularly specified otherwise, all manufactured articles, materials and equipment shall be applied, assembled, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer and including the necessary preparation to properly install the work. Where reference is made to manufacturer's directions, the Contractor shall submit such directions to the Engineer as required. • The materials used in construction shall be disposed as not to endanger the work, and so that full access may at all times be had to partly completed work and structures and they shall be so disposed as to cause no injury to those having access to the work or any of the units. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in • their respective trades. Standards of work required throughout shall be of such grades as will bring first-class results only. The type of labor employed by the Contractor shall be such as will insure the uninterrupted continuity of the entire work, without conflict of any kind. 5. LABORATORY: Laboratories shall be designated by the Engineer for testing the materials to • be used under the Contract. Where tests are made by other than the designated laboratories, two certified copies showing correctly the chemical analysis and physical tests shall be to nished to the Engineer. 6. SHOP DRAWINGS: The Contractor shall submit to the Engineer six (6) copies of all shop • drawings and schedules and no work shall be fabricated until his approval has been given. All shop drawings submitted to the Engineer must be in English, and must bear the Contractor's stamp of GC -3 01 • GENERAL, CONDITIONS • approval evidencing that the drawings have been checked. The Contractor will make any corrections in the drawings required by the Engineer and will file with the Engineer four corrected copies. Approval by the Engineer of such drawings or schedules shall not relieve the Contractor from responsibility for (a) errors of any sort in shop or setting drawings or schedules; or (b) deviations from Plans and Specifications unless the Contractor, at the time of submission of said drawings and schedules, has given notice to the Engineer of any such deviations. 7. PERMITS: 7.1 Municipal: All work in connection with the installation of pipes or other underground structures of a like nature either within or without the limits of the highway, shall follow all the provisions as contained herein together with the provisions, as they apply, of the Highway Law, Roads Opening, Section 149, and Section 198 Town Law, with all subsequent changes, additions or corrections thereto. A. The Contractor shall obtain from the Building Department a certificate of occupancy, whenever the scope of work of the Contract provides for the construction of a building or structure, or for modification or alteration of a building or structure, so that a certificate of occupancy, or a revised certificate of occupancy is required under state and/or local law. The Owner shall be responsible for obtaining the building permit and permit(s) pre -requisite thereto, including but not limited to the following, unless Contractor is specifically required to obtain the same pursuant to other provisions of this document: (1) Building perm (2) Fire prevention permit (3) Health Department/Application to construct �i a) Sanitary system including SPDES permit b) Hazardous materials storage The following additional permits when required under law shall also be obtained by the Owner: (1) NYSDEC permit(s) (2) Town Division of Environmental Protection (3) U.S. Army Corp of Engineers The Contractor shall give all notices, and comply with all laws, ordinances, rules, regulations and conditions of the permits, bearing on the conduct of the work as drawn and specified, and shall be responsible for acquisition of all pertinent information necessary for such compliance. The Contractor shall be responsible for: (1) Coordinating all building department and other department and agency inspections and approvals, (2) Obtaining U.L. approvals, (3) Health Department inspections and approvals, (4) Obtaining final certificate of occupancy. GC -4 40 0' • GENERAL CONDITIONS • On projects involving multiple contracts, it shall be the responsibility of the "General Contractor" to coordinate with the building department and other agencies and to obtain the certificate of occupancy. It shall be the responsibility of the mechanical contractors (prime contractors other than the G.C.) to coordinate inspections and approvals of that part of the project, which falls within the scope of their contract with the G.C., and/or as may be appropriate, directly with the approving agency. In the event that one or more of the contractors on a multi -contract project fails to perform the work in a timely manner, thereby causing undue delay in the completion of the project, and the issuance of the certificate of occupancy, the owner shall in that event, have the option to exercise "The owners right to stop work or terminate contract" as provided for in the conditions of the contract. B. Pipes and Underground Structures: All work in connection with the installation of pipes or • other underground structures of a like nature either within or without the limits of the highway, shall follow all the provisions, as they apply, of the Highway Law, Roads opening, Section 149, and Section 198 Town Law, with all subsequent changes, additions or corrections thereto. C. Any work to be performed within the Town Highway right-of-way will require a Town Highway Department road -opening permit. Obtaining of the permit and subsequent release/approval shall be the responsibility of the Contractor. Acceptance of the contractor's performance bond in lieu of the Contractors road -opening bond shall be at the option of the Highway Department. 7.2 Suffolk County: All permits required for opening County roads and making connections with County drains will be obtained by the Owner. A copy of the permit, which must be kept on the job • at all times, will be supplied to the Contractor. The Contractor will not be permitted to open any County road or make any connection to any County drain until he has been supplied with this permit. (a) Department of Public Works • All permits required For opening County roads and making connections with County drains, will be obtained by the Owner. A Copy of the permit, which must be kept on the job at all times, will be supplied to the Contractor. The Contractor will not be permitted to open any County road or make any connection to any County drain until he has been supplied with this permit. The Contractor shall be responsible for conformance to all conditions of the permit and for the subsequent release/approval. (b) Department of Health Services: • The Contractor shall be responsible for obtaining approvals pursuant to Health Department permits described in paragraph 7.1A. GC -5 • GENERAL CONDITIONS • 7.3 State of New York: The Contractor shall obtain all necessary New York State highway permits whenever the Contract requires any work to be done within or upon existing State highway right-of- ways. These permits shall be obtained from the District Office in Hauppauge prior to the performance of the work. Upon application for the permit, the Contractor will be required to supply the following: (1) Three (3) copies of a sketch or print showing description and location of the proposed work. • The Engineer will supply these prints to the Contractor. (2) Contingent liability insurance for the State (in addition to his own liability insurance) shall be furnished in amounts and manner as required by the State of New York. The contingent protective liability and completed operations liability insurance policy to cover: "The people of the State of New York and/or the Superintendent of Public Works covering liability arising with respect to all operations through highway permits by permittee or by anyone acting by, through or for the permittee, including omissions and supervisory acts of the State", in the amount of personal injury (including death) and property damage as required. •' 8. PLANS AND SPECIFICATIONS: The Contractor will be fimushed with five sets of Plans and Specifications giving all the details and dimensions necessary for carrying out the work. One copy of Plans and Specifications furnished to the Contractor must be kept constantly on the site. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown on the Plans and all the work and materials necessary for the • completion of the work according to the intent and meaning of the Contract shall be furnished, performed and done as if the same were both mentioned in the Specifications and shown on the Drawings. Any conflict or inconsistency between the Plans and Specifications, or any discrepancy between the figures and scale of Drawings, shall be submitted by the Contractor to the Engineer, whose decision thereon shall be conclusive. In the event the meaning of any portion of the Specifications or Drawings or any supplementary drawings or instructions of the Engineer is doubtful, the same shall be understood to call for the best type of construction, both as to materials and workmanship, which reasonably can be interpreted. • All materials and workmanship must be strictly in accordance with the Specifications. The Plans show approximate size, arrangement and location of the proposed work. The Engineer will give base lines, grades, shapes and dimensions and the Contractor shall construct the work exactly in accordance with such instructions of the Engineer subject, however, to change as • provided for under the headings "Changes and Alterations" and "Compensation to be Paid to the Contractor". Additional copies of Plans and Specifications, when requested, will be furnished to the Contractor at cost of reproduction. •' GC -6 0' • GENERAL CONDITIONS • The Contractor shall furnish to each of the subcontractors and materialmen such copies of the Contract Documents as may be required for their work. • 9. CUTTING, PATCHING AND DIGGING: The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several parts come together properly and fit it to receive or be received by work of other contractors shown upon or reasonably implied by Drawings and Specifications for the completed structure, and he shall make good after them as Engineer may direct. • Any cost caused by defective or ill-timed work shall be borne by the party responsible therefor. The Contractor shall not endanger any work by cutting, digging or otherwise, and shall not cut or alter the work of any other contractor save with the consent of the Engineer. 10. ERRORS, OMISSIONS AND DISCREPANCIES: a) If any errors, omissions or discrepancies appear in the drawings, Specifications or other documents, the Contractor shall, within ten days from receiving such Drawings, Specifications or • documents, notify the Engineer in writing of such errors or omissions. In the event of the Contractor's failing to give such notice, he will be held responsible for the results of any such errors or omissions and the cost of rectifying the same. b) If, in the opinion of the Contractor, any work is shown on Drawings, or details, or is specified in •' such a manner as will make it impossible to produce a first class piece of work, or should discrepancies appear between the Drawings and/or Specifications, he shall refer the same to the Engineer for interpretation before proceeding with the work. If the Contractor fails to make such references to the Engineer, no excuse will thereafter be entertained for failure to cavy out the work in satisfactory manner as directed. c) Should a conflict occur in or between the Drawings and Specifications and/or existing conditions, the Contractor shall be deemed to have estimated on the more expensive way of doing the work,. unless he shall have asked for and obtained a decision in writing from the Engineer, before the submission of bids, as to which method or material will produce the results to the best interest of the Town. • 11. TEMPORARY TOILET: The Contractor shall provide and maintain a sanitary temporary toilet where directed by the Engineer. The temporary toilet shall be enclosed and weatherproof and kept in a sanitary condition at all times. Upon removal of the temporary outside toilet, the vault shall be disinfected, filled and all evidence of the toilet removed from the site. • 12. PROPER METHOD OF WORK AND PROPER MATERIALS: The Engineer shall have the power in general to direct the order and sequence of the work, which shall be such as to permit the entire work under this Contract to be begun and to proceed as rapidly as possible and such as to bring the several parts of the work to a successful completion at about the same time. • GC -7 • GENERAL CONDITIONS • If at any time before the commencement or during the progress of the work the materials and appliances used or to be used appear to the Engineer as insufficient or improper for assuring the quality of the work required, or the required rate of progress, he may order the Contractor to • increase their efficiency or to improve their character, and the failure of the Engineer to demand any increase of such efficiency or improvement shall not release the Contractor from his obligation to secure the quality of work or the rate of progress specified. During freezing or inclement weather, no work shall be done except such as can be done • satisfactorily and in a manner to secure first-class construction throughout. All work shall be done in such a manner as will properly protect and support existing permanent structures, pipe lines, etc. 13. INSPECTION: Inspectors shall be authorized to inspect all work done on materials fiunished. Such inspections may extend to all parts of the work and to the preparation or manufacture of the materials to be used. In case of any dispute arising between the Contractor and the Inspector as to materials furnished or the manner of performing the work, the Inspector shall have the authority to reject material or suspend the work until the question at issue shall be referred to and decided by the Engineer. The Inspector shall not be authorized to revoke, alter, enlarge, relax or release any requirements of these Specifications, nor to approve or accept any portion of the work, nor to issue instruction contrary to the Plans and Specifications. The Inspector shall in no case act as foreman or perform other duties for the Contractor or interfere with the management of the work by the latter. Any advice, which the Inspector may give the Contractor, shall in no way be construed as binding the Engineer nor the Owner in any way nor releasing the Contractor from the fulfillment of the terms of the Contract. The Contractor shall be conclusively presumed to be acquainted with all existing conditions and to guarantee that all work and materials shall, upon final completion of the work, be turned over to the • Owner in a complete and perfect condition and he shall be responsible for the proper care, maintenance and protection of all work and material until his entire Contract is completed and all work and materials found in good condition and accepted. The Contractor will be held responsible for the entire work until completed and accepted by the Engineer and the Owner. •; The Contractor shall, at all times, provide the Owners, Engineer, assistants and inspectors under him with necessary facilities for determining both on the work and at the places of manufacture, that all work being performed and all materials being manufactured are strictly in accord with the Contract. Until acceptance of work by the Owner, the Contractor shall be responsible for all damages to the • work including action of the elements or any other cause whatsoever. The Contractor shall continuously and adequately protect the work against damage from any cause. 14. WAIVER: Neither the inspection by the Owner or Engineer or any part of their employees nor any order, measurement or certificate by the Engineer nor any order by the Owner for the payment • of any money nor any payment for or acceptance of, the whole or any part of the work by the Engineer or the Owner nor any extension of time nor any possession taken by the Owner or its GC -8 4 • GENERAL CONDITIONS • employees shall operate as a waiver of any provision of this Contract or of any power herein reserved to the Owner or any right to damages herein provided; nor shall any waiver of any breach of the Contract constitute a waiver of any subsequent breach. Any remedy provided in this Contract shall be construed as cumulative; that is in addition to each and every remedy herein provided. 15. WATER AND ELECTRIC POWER: All water and electric power supply for construction purposes must be provided by the Contractor. The cost shall be borne by the Contractor. • 16. MACHINERY AND EQUIPMENT: All machinery, equipment, trucks and vehicles used in the prosecution of the work or in connection therewith, shall at all times be in proper working condition. The Contractor shall be responsible for curtailing noise, smoke, fumes or any other nuisance • resulting from his operations. He shall, upon written notification from the Engineer, make any repairs, replacements, adjustments, additions, and famish mufflers when necessary to fulfill these requirements. 17. MAINTENANCE: If, within one year from the date of issuance of the Final Certificate, any • portion of the work shall, in the opinion of the Owner, require repairing, replacing, or rebuilding, the Contractor shall start such repairs within five (5) days after the receipt of notice from the Owner, and if the Contractor shall fail or neglect to start such repairs within the said five (5) days, the Owner may employ such other person or persons as they deem proper to make such repairs and pay the expense thereof out of any sum retained by them, provided nothing herein contained shall • limit the liability of the Contractor or his Surety to the Owner for nonperformance of the Contractor's obligations at any time. 18. SCHEDULE OF OPERATIONS: Within 5 days after the signing of the Contract, the Contractor shall submit a proposed program of operations, showing clearly how he proposes to • conduct the work so as to bring about the completion of his work within the time limit specified. This program shall outline the proposed sequence of operations, the rates of progress and the dates when his work will be sufficiently advanced to permit the installation of work under this Contract. 19. RIGHT TO USE WORK: The Owner may enter upon and use the whole or any portion of •; the work, which may be in condition to use any time previous to its final acceptance by the Owner. Such use shall not constitute or be evidence of acceptance by the Owner or the Engineer of the whole or any part of the material furnished or work performed under the Contract. 20. NOTICE OF WARNING: If the Contractor shall fail to make prompt payment to persons supplying labor or materials for the work, or refuse or fail to supply enough properly skilled • workmen or proper materials or refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the period herein specified (or any duly authorized extension thereof) or fail to complete the work within said period or fail or refuse to regard laws, ordinances, codes, instructions of the Engineer, then the Engineer shall forward by registered mail to the Contractor, at the address given in the Contract, a Notice of Warning, and in the event the • Contractor fails to comply with said Notice of Warning within five (5) days from receipt thereof, the Owner shall have the right to terminate the Contract. GC -9 •� • GENERAL CONDITIONS • 21. WARNING SIGNS: Contractor shall provide and maintain proper luminous warning and detour signs where directed by the Engineer. • Obstructions such as stored materials, equipment and excavations shall be marked with not less than two lights, which shall be not more than 4 feet apart. All lights shall be kept burning from one-half hour before sunset to until one-half hour after sunrise. • 22. ACCIDENT PREVENTION: During the performance of the work, the Contractor shall exercise all reasonable precautions for the protection of persons and property. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all other physical hazards shall be guarded in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General • Contractors of America to the extent that such provisions are not inconsistent with Federal, State or Municipal laws or regulations. If any operation, practice or condition is deemed by the Engineer to be unsafe, he shall notify the Contractor in writing to take corrective action. Where, in the opinion of the Engineer, any • operation, practice or condition shall be promptly discontinued and before the affected par[ of the work is resumed, remedial action taken. The Owner reserves the right to remedy any neglect on the part of Contractor as regards the protection of the work which may come to its attention, after 24 hours' notice in writing; except that •' in cases of emergency it shall have the right to remedy any neglect without notice, and in either case to deduct the cost of such remedy from money due the Contractor. Nothing in the foregoing paragraphs shall be construed as relieving the Contractor from full responsibility at all times for safe prosecution of the work. 23. DAMAGES: The Contractor shall pay and make good all losses or damages arising out of any cause connected with the Contract and shall indemnify and save harmless the Owner from any and all claims and any and all liability or responsibility of every nature and kind for any loss, damage or injury which may be brought against the Owner or any of its officers or agents, by reason of, or •i connected with the work or materials furnished under the Contract and shall pay all costs and expenses of every kind, character, and nature whatever, occurring upon or arising out of the Contract. 24. MAINTENANCE OF TRAFFIC: All work under this Contract is to be completed within the • time indicated in the Contract Agreement or as extended by the Owner. If in the meantime it should become necessary, because of the lateness of the season, or any other reason to stop the work, the Contractor shall at his own expense, open proper drainage ditches, erect temporary structures where necessary, prepare the roads so there will be minimum interference with traffic, set up and maintain a competent organization as directed by the Engineer, to keep the highways in first class condition for traffic, and take every precaution to prevent any damage or unreasonable • deterioration of the work during the time it is closed. GC - 10 • GENERAL CONDITIONS • 25. FINAL SITE CLEARING: Before final payment will be approved, the Contractor shall prepare the construction areas as follows: All basins, manholes and pipe as constructed shall be cleaned free from accumulated construction dirt, silt, form work, etc., and all proper restoration as • called for in the items of the Specifications shall be complete in every detail. The Contractor shall clean all construction areas free from accumulated forms, excavation fill, construction materials and construction shanties. All areas shall be completed in every detail and shall be broom cleaned from excess dirt and materials. i • 26. PROTECTION OF LAND MARKERS, TREES, SHRUBS, AND PROPERTY: Wherever in the conduct of the work, a monument marking a point of public or private survey is encountered or brought to view by excavation, the fact shall at once be communicated to the Engineer. In no case shall the Contractor remove the same until the location for resetting shall have been made by the Engineer. All monuments or land markings exposed to view when the work is first undertaken • shall be carefully preserved and the greatest care exercised to prevent injury to or disturbance of position of the same. The unit price of all items shall include the cost of restoring to its former condition any sidewalks or curbs, as well as restoring any trees, shrubs or lawns that may be damaged during this construction. • No additional payment will be made. The Contractor is required at his own expense to obtain any and all permits for use of private property if he uses such property for storage, transportation or accomplishment of the work under the Contract. Private property shall be cleaned up neatly, any damage repaired and premises • restored to their original condition. 27. PROTECTION OF UTILITIES: The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work, and give reasonable opportunity to and cooperation with the owners of these utilities in the work of •i reconstructing or altering them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. The Engineer shall direct the public utility corporations to shift or remove those utility structures a that may be necessary to permit the Contractor to carry out the work in accordance with the Plans. The Contractor shall not remove or cause to be removed, any structure or part of a structure owned by a public utility corporation without the approval of the Engineer. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right-of-way, to make it possible • for them to maintain uninterrupted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. 28. NO DAMAGES FOR DELAY: Notwithstanding any other provisions to this Contract, the Contractor agrees to make no claim for damages for delay in the performance of this Contract • occasioned by any act of the Town or any of its representatives, and agrees that any such claim shall be fully compensated for by an extension of time to complete performance of the work as GC - 11 0 • GENERAL CONDITIONS • provided herein. This provision shall not apply to any act or omission to act of the Town or any of its representatives, wherein the same is done in bad faith and with deliberate intent to delay the • Contractor in the performance of this Contract. 29. RECORD KEEPING: The Contractor shall establish and maintain complete and accurate books, records, documents, accounts and other evidence directly pertinent to performance under this contract (hereinafter the "records"). The records must be kept for the balance of the contract term and for six (6) years thereafter. • 30. SUBCONTRACTORS AND SUPPLIERS: Within five days after receipt from the Engineer of notice to begin work, the Contractor will furnish written notice of names of all subcontractors to be employed on the project and the general item's of work to be done by them. Simultaneously, the Contractor shall furnish written notice of the names of suppliers of materials to • be used on the project. The Owner may disapprove for good cause any subcontractor or material supplier selected by the Contractor by giving written notice of its disapproval within five (5) days after receiving the names of subcontractors and material suppliers, to the Contractor who shall thereupon promptly notify the Owner of the names of the subcontractor or material supplier selected in replacement which shall again be subject to approval by the Owner. 31. PENAL LAW: Attention is called to Section 1918 of the Penal Law as follows: Construction or blasting near pipes conveying combustible gas • No person shall discharge explosives in the ground, nor shall any person other than a state or county employee regularly engaged in the maintenance and repair thereof excavate in any then existing street, highway, or public place, unless notice thereof in writing shall have been given at least seventy-two hours in advance to the person, corporation or municipality engaged in the distribution of gas in such territory. The person having direction or control of such work shall give such notice, •i and further he shall ascertain whether there is within one hundred feet in such street, highway or public place, or in the case of a proposed discharge of explosives within a radius of two hundred feet of such discharge, any pipe of any other person, corporation or municipality conveying combustible gas, and if thereby any such pipe, he shall also give such notice to any other such person, corporation or municipality. Provided, however, that in any emergency involving danger to •i life, health, or property it shall be lawful to excavate without using explosives if the notices prescribed herein are given as soon as reasonably possible, and to discharge explosives to protect a person or persons from an immediate and substantial danger of death or serious personal injury if such notices are given before any such discharge is undertaken. Any such work shall be performed in such manner as to avoid danger to any pipe conveying combustible gas. Any violation of the • provisions of this section shall be a misdemeanor. GC -12 �1 • CONDITIONS OF CONTRAC, INDEX 1. Contract Documents and Definitions 2. Scope of the Work 3. Compensation to be paid to the Contractor 4. Time of Essence 5. Commencement of Work 6. Time of Completion 7. Liquidated Damages for Delays 8. Extension of Time. No Waiver 9. Weather 10. Contract Security 11. Laws and Ordinances 12. Qualifications for Employment 13. Non -Discrimination 14. Payment of Employees 15. Estimates and Payments 16. Acceptance of Final Payment Constitutes Release 17. Construction Reports 18. Inspection and Tests •1 19. Plans and Specifications: Interpretations 20. Subsurface Conditions Found Different 21. Contractor's Title to Materials 22. Superintendence by Contractor 23. Protection of Work, Persons and Property 24. Representations of Contractor 0 25. Patent Rights 26. Authority of the Engineer 27. Changes and Alterations 28. Correction of Work 29. Weather Conditions 30. The Owner's Right to Withhold Payments 0 31. The Owner's Right to Stop Work or Terminate Contract 32. Contractor's Right to Stop Work or Terminate Contract 33. Responsibility for Work 34. Use of Premises and Removal of Debris 35. Suits of Law 0 36. Power of the Contractor to Act in an Emergency 37. Provisions Required by Law Deemed Inserted 38. Subletting, Successor and Assigns 39. General Municipal Law Clause 40. Grades, Lines, Levels, and Surveys 41. Insurance Requirements 0 42. Foreign Contractors 43. Lien Law 44. Refusal to Waive Immunity 45. Exemption from Sales and Use Tax 46. Minority and Women's Business Enterprises/Equal Employment Opportunity, State Revolving Fund r7 • CONDITIONS OF CONTRA 1. CONTRACT DOCUMENTS AND DEFINITIONS The Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings, together with any Addenda, shall form part of this Contract, and the provisions thereof shall be as binding upon the parties hereto, as if they were herein fully set forth. The table of contents, titles, heading, headlines, and marginal notes contained herein are solely to facilitate reference to various provisions of the Contract Documents and in no way affect, limit or cast light upon the • interpretation of the provisions to which they refer. Whenever the term "Contract Documents" is used, it shall mean and include the Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings and any Addenda. In case of any conflict or inconsistency between the provisions of the Contract and those of the Specifications, the provisions of this Contract shall govern. Extra Work: The term "extra work", as used herein, refers to and includes all work required by the Owner, which in the judgement of the Engineer involves changes in or additions to work required by the Plans, Specifications and any Addenda in their present form and which is not covered by a specific unit price in the Form of Bid. Subcontractor: The term "subcontractor" shall mean any person, firm, or corporation supplying labor and material for work at the site of the project but not including the parties to this Contract. Notice: The term "notice", as used herein, shall mean and include written notice. Written notice . shall be deemed to have been duly served when delivered to, or at last known business address of, the person, firm or corporation for whom intended, or his, their, or its duly authorized agents, representatives, or officer, or when enclosed in a postage prepaid wrapper or envelope addressed to such person, firm or corporation at his, their or its last known business address and deposited in a United States mailbox. Directed, Required, Approved, Acceptable: Whenever they refer to the work or its performance, "directed", "required", "permitted", "ordered", "designated", "prescribed", and words of like import shall imply the direction, requirement, permission, order, designation or prescription of the Engineer, and "approved", "satisfied", or "satisfactory", "in the judgement of', and words of w like import, shall mean approved, or acceptable to, or satisfactory to, or in the judgement of the Engineer. 2. SCOPE OF THE WORK The Contractor will furnish all plant, labor, materials, supplies, equipment and other facilities • and things necessary or proper for, or incidental to, the work contemplated by this Contract as required by, and in strict accordance with the applicable Plans, Specifications and Addenda prepared by the Engineer and/or required by, and in strict accordance with, such changes as are ordered and approved pursuant to this Contract, and will perform all other obligations imposed on him by this Contract. CC -2 a� �� • CONDITIONS OF CONTRAC� 3. COMPENSATION TO BE PAID TO THE CONTRACTOR (a) Agreed Prices: It is understood and agreed that the Contractor will accept as payment in full the summation of products of the actual quantities in place upon the completion of the work, as determined by the Engineer's measurements, by the unit prices bid, no allowance being made for anticipated profit or for reasons of variations from the estimated quantities set forth in the Form of Bid. • (b) Extra Work: The Owner may, at any time, by a written order and without notice to the Sureties, require the performance of such extra work or changes in the work as it may find necessary or desirable. The amount of compensation to be paid to the Contractor for any extra work, as so ordered, shall be determined as follows: 1) By such applicable unit prices, if any, as set forth in the Contract; or 2) If no such unit prices are set forth, then by unit price or by a lump sum mutually agreed upon by the Owner and the Contractor; or 3) If no such unit prices are so set forth and if the parties cannot agree upon unit prices or a lump sum; then by actual net cost in money to the Contractor of the materials, permits, wages of applied labor, premiums for Workmen's Compensation Insurance, payroll taxes required by law, rental for plant and equipment used (excluding small tools) to which total cost will be added twenty (20) percent as full compensation for all other items of profit, costs and expenses, including administration, overhead, superintendence, insurance, insurance other than Workmen's Compensation Insurance, materials used in temporary structures, allowances made by the Contractor to subcontractors, additional premiums upon the performance bond of the Contractor and the use of small tools. 4. TIME OF ESSENCE INASMUCH AS THE PROVISIONS OF THIS CONTRACT RELATING TO THE TIME OF PERFORMANCE AND COMPLETION OF THE WORK ARE FOR THE PURPOSE OF ENABLING THE TOWN TO PROCEED WITH THE CONSTRUCTION OF A PUBLIC IMPROVEMENT IN ACCORDANCE WITH A PREDETERMINED PROGRAM, SUCH PROVISIONS ARE OF THE ESSENCE OF THIS CONTRACT. 5. COMMENCEMENT OF WORK The Contractor agrees that he will commence work immediately on and not later than ten (10) days after signing of the Contract. r 6. TIME OF COMPLETION The time of completion of the entire contract work shall be THIRTYNINE (39) WEEKS from the date the contract is signed by all parties. The date of such completion shall be the date of the Certification of Completion herein specified. The entire work must be satisfactorily completed so that the project improvements are available to the Town for use. CC -3 0l • CONDITIONS OF CONTRAC� The Owner reserves the right to order the Contractor to suspend operations, when in the opinion of the Engineer, improper weather conditions make such action advisable, and to order the Contractor to resume operations when weather and ground conditions permit. The days during • which such suspension of work is in force are not chargeable against the specified completion date. 7. LIQUIDATED DAMAGES FOR DELAYS • The time limit being essential to and of the essence of this Contract, the Contractor hereby agrees that the Owner shall be, and is hereby authorized to deduct and retain out of the money which may be due or may become due to said Contractor under this agreement, the sum of One Hundred Dollars ($100.00) per day which amount is hereby agreed upon, fixed and determined by the parties hereto as the liquidated damages, including overhead charges, services, inspector's wages and interest on the money invested, that the Owner will suffer by reason of such default, for each and every day during which the aforesaid work may be incomplete over and beyond the time herein stipulated for its completion in 6 — Time of Completion, provided, however, that the Owner shall have the right to extend the time for the completion of said work. 0' 8. EXTENSIONS OF TIME. NO WAIVER If the Contractor shall be delayed in the completion of his work by reason of unforeseeable causes beyond his control and without his fault or negligence, including but not restricted to, acts of God or of the public enemy, fires, floods, epidemics, quarantine restrictions, strikes, riots, .1 civil commotion's or freight embargoes, the period herein above specified for completion of his work shall be extended by such time as shall be fixed by the Owner. No such extension of time shall be considered a waiver by the Owner of its right to terminate the Contract for abandonment or delay by the Contractor as hereinafter provided, or relieve the • Contractor from full responsibility for performance of his obligations hereunder. 9. WEATHER Dining unsuitable weather, all work must stop when such work would be subject to injury and the Contractor shall transfer his men and materials to those parts of the work where weather conditions will not have any effect on the workmanship. The Contractor shall not be entitled to any damages on account of such damages or suspension, and he must protect any work that might be injured by the elements and make good any work that is injured. 10. CONTRACT SECURITY r (a) The Contractor shall famish a Performance Bond, or other acceptable security, equal to one hundred percent (100%) of the amount of the bid as security for the faithful performance of the Contract, and for the payment of all persons performing labor or furnishing materials in connection with this Contract. The Performance Bond shall be written so as to remain in full force and effect as a maintenance bond for a period of not less than one (1) year after the date of acceptance of the work by the Engineer. CC -4 • • CONDITIONS OF CONTRAC� (b) Additional or Substitute Bond: If at any time the Owner shall be or become dissatisfied with any surety or sureties, or if for any other reason such bond shall cease to be adequate security to • the Owner, the Contractor shall within five (5) days after notice from the Owner to do so, substitute an acceptable bond in such form and sum and signed by such other surety as may be satisfactory to the Owner. The premiums on such bonds shall be made until the new surety shall have been qualified. • 11. LAWS AND ORDINANCES In the execution of the Contract, the Contractor shall comply and obey all federal, state, county and local laws, ordinances, codes and regulations relating to the performance of the Contract, including but not limited to, labor employed thereon, materials supplied, obstructing streets and highways, maintaining signals, storing, handling and use of explosives and all other general ordinances and state statutes affecting him or his employees or his work hereunder in his relations with the Municipality or any other persons, and also all laws, codes, ordinances controlling or limiting the Contractor while engaged in executing the work under the Contract. As a condition of the Contract, the Contractor shall and does hereby agree to comply with all • requirements of the labor laws of the State of New York. The Contractor shall comply with the provisions of Sections 291- 299 of the Executive Law and Civil Rights Law, shall furnish all information and reports deemed necessary by the State • Commission for Human Rights, the Attorney General and the Industrial Commissioner for purposes of investigation to ascertain compliance with such sections of the Executive Law and Civil Rights Law. The Contract may be forthwith cancelled, terminated or suspended, in whole or in part, by the contracting agency upon the basis of a finding made by the State Commission for Human Rights • that the Contractor has not complied with these laws. The Contractor hereby expressly agrees to comply with all the provisions of the Labor Law and any and all amendments thereto, insofar as the same are applicable to this Contract. The Labor Law, as amended, provides that no laborer, workman or mechanic in the employ of the Contractor, subcontractor or other person doing or contracting to do the whole or a part of the work contemplated by this Contract, shall be permitted or required to work more than eight (8) hours in any one (1) calendar day, except in cases of extraordinary emergency caused by fire, flood or danger to life or property; that no such person shall be employed more than eight (8) hours in any day or more than five (5) days in any week expect in such emergency; that the • wages to be paid for a legal day's work as herein before defined, to laborers, workmen or mechanics upon the work called for under this Contract or upon any material used upon, or in connection therewith, shall not be less than the prevailing rate for a day's work in the same trade or occupation in the locality within the state where such work is to be done and each laborer, workman or mechanic employed by the Contractor, subcontractor or other person about or upon • the work shall be paid the wages herein provided; that employees engaged in the construction, maintenance, and repair of highways and in water works construction outside the limits of cities CC -5 i • • • CONDITIONS OF CONTRAC� and villages are no longer exempt from the provisions of the Labor Law which require the payment of the prevailing rate of wages and the eight (8) hour day. • Section 222 of the Labor Law, as amended by Chapters 556 and 557 of the Laws of 1933, provides that preference in employment shall be given to citizens of the State of New York who have been residents of Suffolk County for at least six (6) consecutive months immediately prior to the commencement of their employment. Each person so employed shall furnish satisfactory proof of residence in accordance with rules adopted by the Industrial Commissioner. Persons • other than citizens of the State of New York shall be employed only when such citizens are not available. Section 222 further provides that upon the demand of the State Industrial Commissioner, the Contractor shall furnish a list of names and addresses of all his subcontractors and further provides that a violation of this section shall constitute a misdemeanor and shall be punishable by a fine of not less than Fifty Dollars ($50.00) nor more • than Five Hundred Dollars ($500.00) or by imprisonment for not less than thirty nor more than ninety days, or both fine and imprisonment. Section 220-A of the Labor Law, as amended by Chapter 472 of the Laws of 1932, provides that before payment is made by or on behalf of the State of any city, county, town or village or other civil division of the state of any sums due on account of a contract for a public improvement, it is the duty of the Comptroller or the financial officer of the Municipal Corporation to require the Contractor and each and every subcontractor to file a certified statement in writing, in satisfactory form, certifying to the amounts then due and owing to any and all laborers for daily or weekly wages on account of labor performed upon the work of the Contractor, setting forth therein the names of the persons whose wages are unpaid and the amount due each respectively. Section 220-B of the Labor Law, as so amended, provides that any interested person who shall have previously filed a protest in writing objecting to the amounts due or to become due to him for daily or weekly wages for labor performed on the public improvement for which the Contract was entered into, or if for any reason, it may be deemed advisable, the Comptroller of the State • or financial officer of the Municipal Corporation may deduct from the whole amount of any payment on account thereof of the 'sums or sum admitted by any contractor or subcontractor in such statement or statements so filed to be due and owing by him on account of labor performed and may withhold the amount so deducted for the benefit of the laborers for daily or weekly wages, whose wages are unpaid as shown by the verified statements filed by any contractor or • subcontractor and may pay directly to any person the amount or amounts so shown to be due for such wages. Section 220-C of the Labor Law, as so amended, provides the penalty for making of a false oath or verification. • Section 220-D of the Labor Law provides that the advertised Specifications for every contract for the construction, reconstruction, maintenance and/or repair of highways to which the State, county, town and/or village is a party shall contain a provision stating the minimum rate of hourly wage that can be paid, as shall be designated by the Industrial Commissioner, to the • laborers employed in the performance of the Contract either by the Contractor, subcontractor or other person doing or contracting to do the whole or part of the work contemplated by the CC -6 i •t • CONDITIONS OF CONTRAC, Contract, and the Contract shall contain a stipulation that such laborers shall be paid not less than such hourly minimum rate of wage. Any person or corporation that willfully pays, after entering into such Contract, less than such stipulated minimum hourly wage scale shall be guilty • of a misdemeanor and upon conviction, shall be punished for a first offense by a fine of Five Hundred Dollars ($500.00) or by imprisonment for not more than thirty (30) days, or both by fine and imprisonment; for a second offense by a fine of One Thousand Dollars ($1,000.00) and in addition thereto, the Contract on which the violation has occurred shall be forfeited, and no such person or corporation shall be entitled to receive any sum nor shall any officer, agent or • employee of the State pay the same or authorize its payment from the funds under his charge or control to any person or corporation for work done upon any contract, on which the Contractor has been convicted of second offense in violation of the provisions of this section. The minimum wage rates established by the Industrial Commissioner, State of New York, for this Contract are set forth herein above as part of "Instructions to Bidders". • 12. QUALIFICATIONS FOR EMPLOYMENT No person under the age of sixteen (16) years and no person currently serving sentence in a penal or correctional institution shall be employed to perform any work on the project under this • Contract. No person whose age or physical condition is such as to make his employment dangerous to his health or safety or to the health or safety of others, shall be employed to perform any work on this project; provided, however, that such restrictions shall not operate against the employment of physically handicapped persons, otherwise employable, where each person may be safely assigned to work which they can ably perform. •' 13. NON-DISCRIMINATION There shall be no discrimination because of race, creed, color, national origin, age or sex in the employment of persons for work under this Contract, whether performed by the Contractor or any subcontractor. Neither shall the Contractor and subcontractor or any person acting on behalf • of the Contractor or subcontractor discriminate in any manner against or intimidate any employee hired for the performance of work under this Contract on account of race, creed, color, national origin, age or sex. There may be deducted from the amount payable to the Contractor by the Owner under this Contract a penalty of Five Dollars ($5.00) for each person for each calendar day during which • such person was discriminated against or intimidated in violation of the provisions of this paragraph; provided that for a second or any subsequent violation of the terms of this paragraph, this Contact may be canceled or terminated by the Owner and all monies due or to become due hereunder may be forfeited. •' 14. PAYMENT OF EMPLOYEES The Contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this Contract in full (less deductions made mandatory by law) in cash (or any agreed upon method by the Employee) and not less often than once each week. CC -7 • • CONDITIONS OF CONTRAC� • 15. ESTIMATES & PAYMENTS (a) Monthly: At the end of each calendar month during the progress of the work, the Engineer • shall make an approximate estimate of the work satisfactorily done, based upon the prices set forth in the Proposal Form. In consideration of the work done, the Owner will pay or cause to be paid to the Contractor the amount estimated by the Engineer as due him less five (5) percent. The making of any such estimate or payment made thereon shall not be taken or construed as an • acceptance by the Owner of any work so estimated and paid for. The five percent (5%) of the amount of the monthly estimate remaining unpaid will be retained by the Owner as a guarantee that the Contractor will faithfully and completely fulfill all obligations imposed by the Contract and Specifications, and against any damages caused the Owner by reason of any failure on the part of the Contractor to fulfill all conditions and obligations herein contained. (b) Final Estimate: One month after the completion and acceptance of the work specified and contracted for, the Engineer will make a final estimate of all the work done. Thereafter, the Owner will pay the full amount, less prior payments, less any amounts retained to complete the work according to the provisions of the Specifications, less any money paid by the Owner by reason of said Contractor having failed to carry out faithfully and completely all the obligations and requirements herein contained. Upon final settlement, according to the conditions herein specified and not until such settlement shall have been made, will the Contractor be relieved from the obligations assumed in the Contract. (c) Measurement for Payment: The Engineer shall make due measurement of work done during the progress of the work and his estimate shall be final and conclusive evidence of the amounts of work performed by the Contractor under, and by virtue of, this agreement and shall be taken as full measure of compensation to be received by the Contractor. When requested by the Contractor, the Engineer shall measure, remeasure or re -estimate any portion of the work, but the expense of such remeasurement or re -estimating shall, unless material error be proved, be • paid for by the Contractor. (d) No payments will be made for materials delivered to the site which have not been incorporated into the work. • (e) Contractors and subcontractors are required to submit to the Town, within thirty days after issuance's of the first payroll, and every thirty days thereafter, a transcript of the original payroll record, subscribed and affirmed as true under the penalties of perjury. 16. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE • The acceptance by the Contractor of the final payment shall be, and shall operate as a release to the Owner from all claims and all liabilities to the Contractor for all the things done or ftunished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of, this work, excepting the Contractor's claims for interest upon the final payment, if • . this payment be improperly delayed. No payment, however, final or otherwise, shall operate to CC -8 0 *, • CONDITIONS OF CONTRA release the Contractor or his sureties from any obligations under this Contract or the Performance Bond. 0 17. The Contractor shall submit to the Engineer prior to commencing any work under this Contract, a detailed schedule and plan of operations indicating the manner in which the Contractor proposes to prosecute the work and a time schedule therefor. Such schedules are not intended to bind the Contractor to a pre -determined plan or procedure, but rather to enable the Engineer to coordinate the work of the Contractor with work required of, and to be performed by others. The detailed schedule shall include a list of the subcontractors and material suppliers he proposes to use on the work. • The Contractor shall furnish the Engineer with periodic estimates for partial payments as required elsewhere in the Contract Documents, and in addition thereto will furnish the Engineer with a detailed estimate for final payment. Prior to being eligible to receive the final payment under this Contract, the Contractor shall furnish the Engineer with substantial proof that all bills for services rendered and materials supplied have been paid. The enumeration of the above reports in no way relieves the Contractor of his responsibility under existing Federal or State Laws of filing such other reports with agencies as may be required by such existing laws or regulations. 18. INSPECTION AND TESTS All material and workmanship shall be subject to inspection, examination and test by the •i Engineer at any time during the construction and at any and all places where manufacturing of materials used and/or construction is carried on. Without additional charge, Contractor shall furnish promptly all reasonable facilities, labor and materials necessary to make any tests required by the Engineer and/or required by the Specifications. r If at any time before final acceptance of the entire work, the Engineer considers necessary or advisable an examination of any portion of the work already completed, by removing or tearing out the same, the Contractor shall upon request, famish promptly all necessary facilities, labor and materials for such examination. If such work is found to be defective in any material • respect, due to the fault of the Contractor or any subcontractor, or if any work shall be covered over without the approval or consent of the Engineer, whether or not the same shall be defective, the Contractor shall be liable for the expense for such examination and of satisfactory reconstruction. If, however, such approval and consent shall have been given and such work is found to meet the requirements of this Contract, the Contractor shall be recompensed for the expense of such CC -9 •j • CONDITIONS OF CONTRAC♦ examination and reconstruction in the manner herein provided for the payment of cost of extra work. • The selection of laboratories and/or agencies for the inspection and tests of supplies, materials or equipment shall be subject to the approval of or designated by the Owner. Satisfactory documentary evidence that the material has passed the required inspection and tests must be furnished to the Engineer prior to the incorporation of the material in the work. i • Any rejected work will be removed from the site of the project completely at the expense of the Contractor. 19. PLANS AND SPECIFICATIONS: INTERPRETATIONS •' The Contractor shall keep at the site of the work one copy of the Plans and Specifications signed and identified by the Engineer. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown in the Plans shall have the same effect as if shown or mentioned in both. In case of any conflict or inconsistency between the Plans and Specifications, the Specifications shall govern. Any discrepancy between the figures • and drawings shall be submitted to the Engineer whose decision thereon shall be conclusive. 20. SUBSURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter subsurface conditions at the site materially differing from those •- shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Engineer of such conditions, before they are disturbed; the Engineer shall thereupon promptly investigate the conditions and if he finds that they materially differ from those shown on the Plans or indicated on the Specifications, he shall at once make such changes in the Plans and/or Specifications as he may find necessary. Any increase or decrease of cost resulting from such changes will be adjusted in the manner provided herein for adjustment as to extra and/or • additional work and changes. 21. CONTRACTOR'S TITLE TO MATERIALS No materials or supplies for the work shall be purchased by the Contractor or any subcontractor • subject to any chattel mortgage or under a conditional sale or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work. 22. SUPERINTENDENCE BY CONTRACTOR • At the site of the work, the Contractor shall give his constant, personal attention to the work or employ a construction superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Engineer and shall be one who can be continued in that capacity for the particular job involved unless he • ceases to be on the Contractor's payroll. The Contractor's superintendent and foreman must be able to read and speak the English language. CC -10 • �' • CONDITIONS OF CONTRAC� 23. PROTECTION OF WORK, PERSONS AND PROPERTY • Precaution shall be exercised at all times for the proper protection of all persons, property and work. The Contractor shall give notice to the owners of utilities which may serve the area and request their assistance in predetermining the location and depth of various pipes, conduits, manholes, and other underground facilities. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all hazards shall be • guarded or eliminated in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable law. The Contractor shall furnish entirely at his own expense any and all additional safety measures deemed necessary by i the Owner or his Engineer to adequately safeguard the traveling public. • The Contractor shall, at all hours of the day, safely guard and protect his own work and adjacent property from any damage and shall replace or make good any such damage, loss or injury, unless such be caused directly by errors contained in the Contract Documents, or by the Owner or its duly authorized representatives. • The Contractor shall provide and maintain such watchmen, barriers, lights, flares and other signals at his own expense, as will effectively prevent any accident in consequence of his work for which the Owner might be liable. The Contractor shall be liable for all injuries or damage caused by his act or neglect, or that of his employees. • The Contractor shall take particular care to avoid the blocking of fire hydrants, fire alarm boxes, letterboxes, traffic signals or other visible devices maintained for the use of the public. 24. REPRESENTATIONS OF CONTRACTOR • The Contractor represents and warrants: (a) That he is financially solvent and that he is experienced in, and competent to, perform the type of work involved under this Contract and able to furnish the plant, materials, supplies • and/or equipment to be furnished for the work; and (b) That he is familiar with all Federal, State and Municipal Law, ordinances and regulations which may in any way affect the work of those employed hereunder, including but not limited to any special acts relating to the work; and • (c) That such work required by these Contract Documents as is to be done by him can be satisfactorily constructed and used for the purpose for which is intended and that such construction will not injure any person or damage any property; and (d) That he has carefully examined the Plans, Specifications and the site of the work, and that • from his own investigations he has satisfied himself as to the nature and location of the work, the character, location, quality and quantity of surface and subsurface materials, structures and •' • CONDITIONS OF CONTRAC• utilities likely to be encountered, the character of equipment and other facilities needed for the performance of the work, the general local conditions which may in any way affect the work or •} its performance. 25. PATENT RIGHTS As part of his obligation hereunder and without any additional compensation, the Contractor will pay for any patent fees or royalties required in respect to the work or any part thereof and will • fully indemnify the Owner or his Engineer for any loss on account of any infringement of patent rights unless prior to his use in the work a particular process or a product of a particular manufacturer he notifies the Engineer in writing that such process or product is an infringement of a patent. • 26. AUTHORITY OF THE ENGINEER In the performance of the work, the Contractor shall abide by all orders and directions and requirements of the Engineer and shall perform work to the satisfaction of the Engineer, at such time and places, by such methods, and in such manner and sequence as he may require. The •' Engineer shall determine the amount, quality, acceptability, and fitness of all parts of the work, shall interpret the Plans, Specifications, Contract Documents and any extra work orders and shall decide all other questions in connection with the work. Upon request, the Engineer shall confirm in writing any oral orders, directions, requirements or determinations. The enumeration herein or elsewhere in the Contract Documents of particular instance in which the opinion, • judgement, discretion or determination of the Engineer shall control or in which work shall be performed to his satisfaction or subject to his approval or inspection, shall not imply that only matters similar to those enumerated shall be so governed and performed, but without exception all the work shall be governed and so performed. • 1 27. CHANGES AND ALTERATIONS The Owner, upon the Engineers recommendation, reserves the right to make alterations in location, line, grade, plan, form or dimensions of the work, or any part thereof, either before or after the commencement of construction. If such alterations diminish the amount of work to be •, done, no claim for damages or anticipated profits will be warranted on the work, which may be dispensed with. If such alterations increase the amount of work, such increases shall be paid for according to the quantity of work actually done and at the prices for such work as contained in the schedule of prices. 28. CORRECTION OF WORK • All work and all materials whether incorporated into the work or not, all processes of manufacture and all methods of construction shall be at all times and places subject to the inspection of the Engineer who shall be the final judge of quality, materials, processes of i manufacture and methods of construction suitable for the purpose for which they are used. • Should they fail to meet his approval, they shall be forthwith reconstructed, made good and replaced and/or corrected as the case may be, by the Contractor, at his own expense. , CC -12 • 9 • CONDITIONS OF CONTRA( If, in the opinion of the Engineer, it is not desirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in • accordance with the Contract Documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgement of the Engineer shall be equitable. The Contractor expressly warrants that his work shall be free from any defects in materials or • workmanship and agrees to correct any defects, which may appear within one year following the final completion of the work. Neither the acceptance of the completed work nor payment therefor shall operate to release the Contractor or his sureties from any obligations under or upon this Contract or the Performance Bond. •' 29. WEATHER CONDITIONS In the event of temporary suspension of work or during inclement weather or whenever the Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If in the opinion of the Engineer any work or material shall have been damaged or injured by reason of failure on the • part of the Contractor or any of his subcontractors to protect his or their work, such work and materials shall be removed and replaced at the expense of the Contractor. 30. THE OWNER'S RIGHT TO WITHHOLD PAYMENTS • The Owner may withhold from the Contractor so much of any approved payments due him as may, in the judgement of the Owner, be necessary: (a) To assure the payment of just claims then due and unpaid of any persons supplying labor or materials for the work; • (b) To protect the Owner from loss due to defective work not remedied; or (c) To protect the Owner from loss due to injury to persons or damage to the work or property of other contractors or subcontractors or others, caused by the act or neglect of the Contractor or any of his subcontractors. The Owner shall have the right, as agent for the Contractor to apply • such amounts so withheld in such manner as the Owner may deem proper to satisfy such claims or to secure such protection. Such applications of such money shall be deemed payments for the account of the Contractor. 31. THE OWNER'S RIGHT TO STOP WORK OR TERMINATE CONTRACT • If, (a) The Contractor shall be adjudged bankrupt or make an assignment for the benefit of creditors; or 40 (b) A receiver or liquidator shall be appointed for the Contractor for any of his property and shall CC -13 • •� • CONDITIONS OF CONTRA(• not be dismissed within 20 days after such appointment, or the proceedings in connection therewith shall not be stayed on appeal within the said 20 days; or • (c) The Contractor shall refuse or fail, after notice or warning from the Engineer, to supply enough properly skilled workmen or proper materials; or (d) The Contractor shall refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the periods herein specified (or any duly authorized • extension thereof) or shall fail to complete the work within said periods; or (e) The Contractor shall fail to make prompt payments to persons supplying labor or materials for the work; or • (f) The Contractor shall fail or refuse to regard laws, ordinances or the instructions of the Engineer or otherwise be guilty of a substantial violation of any provisions of this Contract; then and in any such event, the Owner, without prejudice to any other rights or remedy it may have, may by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and his rights to proceed either as to the entire work or (at the option of the Owner) as to any portion • thereof as to which delay shall have occurred, and may take possession of the work and complete the work by contract or otherwise, as the Owner may deem expedient. In such case, the Contractor will not be entitled to receive any further payment until the work is finished. If the unpaid balance of the compensation to be paid the Contractor hereunder shall exceed the expense of so completing the work (including compensation for additional managerial, •' administrative and inspection services and any damages for delay), such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor and his sureties shall be liable to the Owner for such excess. If the right of the Contractor to proceed with the work is so terminated, the Owner may take possession of and utilize in completing the work, such materials, appliances, supplies, plant and equipment as may be on the site of the • work and necessary thereof If the Owner does not so terminate the right of the Contractor to proceed, the Contractor shall continue to work. 32. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT •, If the work shall be stopped by order of the Court or other public authority for a period of three (3) months without act or fault of the Contractor or any of his agents, servants, employees or subcontractors, the Contractor may, upon ten (10) days notice to the Owner, discontinue his performance of the work and/or terminate the Contract; in which event, the liability of the Owner to the Contractor shall be determined as provided in Paragraph 31. The Contractor shall not be obligated to pay to the Owner any excess of the expense of completing the work over the • unpaid balance of the compensation to be paid to the Contractor hereunder. 33. RESPONSIBILITY FOR WORK i The Contractor agrees to be responsible for the entire work embraced in this Contract until its • completion and final acceptance, and that any unfaithful or imperfect work that may become damaged from any cause either by act of commission or omission to properly guard and protect CC -14 CONDITIONS OF CONTRA the work that may be discovered at any time before the completion and acceptance shall be removed and replaced by good and satisfactory work without any charge to the Owner, and that such removal and replacement will be performed immediately on the requirement of the • Engineer, notwithstanding the fact that it may have been overlooked by the proper inspector, and partial payment made thereon. It is fully understood by the Contractor that the inspection of the work shall not relieve him of any obligation to do sound and reliable work as herein prescribed, and that any omission to disapprove any work by the Engineer at or before the time of partial r payment or other estimate shall not be construed to be acceptance of any defective work. • 34. USE OF PREMISES AND REMOVAL OF DEBRIS The Contractor expressly undertakes at his own expense: a To store his apparatus, materials supplies and equipment in such orderly fashion at the site of • O PP PPY the work as will not unduly interfere with the progress of his work or the work of any of his subcontractors; (b) To frequently clean up all refuse, rubbish, scrap materials and debris caused by the •' operations to the end that at all times, the site of the work shall present a neat, orderly and workmanlike appearance; (c) Before final payment hereunder to remove all surplus material, temporary structures, plants of any description and debris of every nature resulting from his operations. • 35. SUITS OF LAW The Contractor shall indemnify and save harmless the Owner from and against all suits, claims, demands or actions for any injury sustained or alleged to be sustained by any party or parties in connection with the construction of the work or any part thereof, or any commission or omission • of the contractor, his employees or agents of any subcontractor, and in case of any such action shall be brought against the Owner, the Contractor shall immediately take charge of and defend the same at his own cost and expense. 36. POWER OF THE CONTRACTOR TO ACT IN AN EMERGENCY • In case of an emergency, which threatens loss or injury to property and/or safety of life, the Contractor will be permitted to act as he sees fit without previous instructions from the Engineer. He shall notify the Engineer thereof immediately and any compensation claimed by the Contractor due to extra work made necessary because of his acts in such emergency shall be • submitted to the Engineer for approval. Where the Contractor has not taken action but has notified the Engineer of an emergency indicating injury to persons or damage to adjoining property or to the work being accomplished under this Contract, then upon authorization from the Engineer to prevent such threatened injury or damage, he shall act as instructed by the Engineer. The amount of reimbursement claimed by the Contractor on account of any such action shall be determined in the manner provided herein for the payment of extra work. • P P Ym i CC -15 • 10 1 • CONDITIONS OF CONTRAC� 37. PROVISIONS REQUIRED BY LAW DEEMED INSERTED j Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Contract shall read and be enforced as though it were included herein, and if through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon the application of either party the Contract shall be forthwith be physically amended to make such insertion. A 38. SUBLETTING, SUCCESSOR AND ASSIGNS The Contractor shall not sublet any part of the work under this Contract nor assign any money due him hereunder without first obtaining the written consent of the Owner. This Contract shall insure the benefit of and shall be binding upon the parties hereunder and upon their respective 46 successors and assigns, but neither party shall assign or transfer his interest herein in whole or in part without consent of the other. 39. GENERAL MUNICIPAL LAW CLAUSE Pursuant to the provisions of Section 103-a of the General Municipal Law, in the event that the Bidder or any member, partner, director or officer of the Bidder, should refuse, when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or any public Department, agency or official of the State or of any political subdivision thereof or of a public authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, such person, and any firm, partnership, or corporation of which he is a member, partner, director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or any public Department, agency or official thereof for goods, work or services for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public Department, agency or official thereof on or after the first day of July, 1959, by such person, and by any fmi, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid. 40. GRADES, LINES, LEVELS AND SURVEYS The Engineer shall furnish the Contractor with the basic horizontal and vertical controls from • which the Contractor shall transfer and stake his lines and grades and for their accuracy. The Engineer will establish the basic horizontal and vertical controls at the start of the work, and it shall be the responsibility of the Contractor to safeguard such controls; and if, in the opinion of the Engineer, these controls are damaged or destroyed either in whole or in part, the Contractor ' shall pay the cost of having the damaged controls verified, checked, corrected or replaced. CC - 16 �' • CONDITIONS OF CONTRAC� 41. INSURANCE REQUIREMENTS The Contractor shall not commence work until the Town has approved all the insurance required • under this Contract as required immediately following the Instructions to Bidders. Additionally, the Contractor shall indemnify and save harmless the Town of Southold from and against all losses and all claims, demands, payments, suits, actions, recoveries and judgments of every kind or nature, brought or recovered against the Town of Southold by reason of any act or omission of the Contractor, his agent or employees in the performance of the Contract. • The Contractor shall not permit any subcontractor to commence any work under this contract until satisfactory proof of carriage of the required insurance has been posted with and approved by the Town. •' 42. FOREIGN CONTRACTORS Foreign Contractors must comply with the provisions of Articles 9A and 16 of the Tax Law, as amended, prior to submission of a bid for the performance of this work. The certificate of the New York State Tax Commission to the effect that all taxes have been paid by the foreign • contractor shall be conclusive proof of the payment of taxes. The term "foreign contractor" as used in this subdivision means in the case of an individual, a person who is a legal resident of another state or foreign country; and in the case of a foreign corporation, one organized under the laws of a state other than the State of New York. • 43. LIEN LAW Attention of all persons submitting bids is specifically called to the provisions of Section 25, Subdivision 5, Section 25A and 25B of the Lien Law, as amended, in relation to funds being received by a contractor for a public improvement declared to constitute trust funds in the hands • of such Contractor to be applied first to the payment of certain claims. 44. REFUSAL TO WAIVE IMMUNITY Pursuant to the provisions of Section 103-A of the General Municipal Law, in the event that the bidder or any member, partner, director or officer of the bidder, should refuse when called before • a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or with any public department, agency or official of the State or of any political subdivision thereof or of an authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, such person, and any firm, partnership or corporation of which he is a • member, partner, firm director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or any public department, agency, or official thereof, for goods, work or services, for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public department, agency, or official thereof on or after the first day of July, •' 1959, by such person and any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without CC - 17 • • CONDITIONS OF CONTRAC� incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid. • 45. EXEMPTION FROM SALES AND USE TAXES In accordance with Chapter 513 of the laws of 1974 adopted by the New York State Legislature, amending Section 1115 (a) of the tax law, specifically paragraphs 15 and 16, political • subdivisions, as described in subdivision (a) paragraph (L) of section 1116 of the tax laws, of the State of New York are exempt from the payment of sales and use taxes imposed on tangible personal propertywithin the limitations specified in tax law 1115 (a) (15) and (16). (15) Tangible personal property sold to a contractor, subcontractor or repairman for use in • erecting a structure or building of an organization described in subdivision (a) of section 1116, or adding to, altering or improving real property, property or land of such an organization, as the terms real property, property and land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such structure, building or real property. • (16) Tangible personal property sold to a contractor or repairman for use in maintaining, servicing or repairing real property, or land of an organization described in subdivision (a) of section 1116, as the terms real property, property or land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal • property is to become an integral component part of such structure, building or real property. Contractors entering into Contract with the Town of Southold shall be exempt from payment of sales and use tax as described above. Procedures and forms are available to the Contractor direct from the Instructions and Interpretations Unit, State of New York, Department of Taxation and Finance, State Campus, Albany, New York, 12227. • 46. NEW YORK STATE ENVIRONMENTAL FACILITIES CORPORATION MINORITY AND WOMEN'S BUSINESS ENTERPRISES/EQUAL EMPLOYMENT OPPORTUNITY, STATE REVOLVING FUND • The Contractor agrees to make documented "good faith efforts" to utilize at least 15% Minority Business Enterprise(s) and at least 5% Women's Business Entemrise(s) for the combined Federal and State Funded portions of the Project. The established MBE/WBE-EEO goals shall be in conformance with NYS Executive Law, Article 15-A. Failure to attain these objectives or demonstrate positive good faith efforts to do so may lead to appropriate actions by the Clean • Water State Revolving Fund (CWSRF) Drinking Water State Revolving Fund (DWSRF) loan recipient. Within ten working days of the award of a prime contract, the Contractor shall submit to the CWSRF/DWSRF loan recipient's Minority Business Officer and MBE/WBE-EEO Utilization • Plan with a detailed description of each of the subcontract services to be provided by NYS Certified MBEs/WBEs as well as an estimated dollar amount of each subcontract. The CC - 18 • 0) • CONDITIONS OF CONTRAC� MBE/WBE-EEO goals herein stated are the goals which have been included in the CWSRF/DWSRF loan recipients approved MBE/WBE Utilization Plan. • The CWSRF/DWSRF Minority Business Officer shall review and approve the Prime Contractor's Utilization Plan within ten working days after receipt of such plan if it clearly delineates methods to achieve the established MBE/WBE goals. Failure by the Contractor to submit and receive approval from the CWSRFDWSRF loan • recipient of the MBE/WBE Utilization Plan prior to the first request for payment may result in the withholding of progress payments to the Contractor by the CWSRF/DWSRF loan recipient. Such withholding of progress payments shall not relieve the Contractor of any requirements of the contract documents including the completion of the project within the specified contract time and any construction sequence requirements of the contract. • Within thirty days of approval of the Contractor's MBE/WBE Utilization Plan by the CWSRF/DWSRF loan recipient, the Contractor shall submit copies of legally signed MBE/WBE subcontracts (fully executed) and/or legally signed purchase orders to the CWSRF/DWSRF loan recipient's Minority Business Officer. These subcontracts and/or • purchase orders must include the following information: 1. Actual Dollar Amount; 2. Job Description; 3. Signatures of Both Parties (Prime and MBE/WBE); and 4. Date of Execution • NOTE: Purchase orders must be accompanied by copies of both sides of legally signed and cancelled checks. • The Contractor is advised that failure to submit the referenced MBE/WBE support documentation within the time stipulated may be grounds for the withholding of progress payment by the CWSRF/DWSRF loan recipient. Such withholding of progress payments shall not relieve the Contractor of any requirements of the contract documents including the completion of the project with in the specified contract time and any construction sequence requirement of the contract. • SUPPLY POLICY Contractors shall receive credit for the use of MBE/WBE suppliers as follows: r • Suppliers receive 25 percent credit if they only provide supplies, and do not manufacture or fabricate them. Suppliers receive 100 percent credit for items they supply that they also manufacture or fabricate. A "supplier" is a business that distributes materials or equipment, and which provides a • commercially useful function when such activity is traditional in the industry producing the material or equipment that is supplied. CC - 19 • • CONDITIONS OF CONTRAC* "Commercially useful functions" normally include: • 1.) Providing technical assistance to a purchaser prior to a purchase, during installation, and after the supplies or equipment are placed in service; 2.) Manufacturing or being the first tier below the manufacturer of supplies or equipment; or 3.) Providing functions other than just accepting and referring requests for supplies • or equipment to another party for direct shipment to a contractor. Haulers receive 100 percent credit if they provide the material that is hauled. NOTE: For those contracts in which an extraordinary proportion of the contract price is • for equipment or supplies, the contractor may purpose a lower project goal than otherwise would be required, or request the applicant/recipient to increase the twenty-five percent (25%) limit for supplies, or a combination of the two. Only NYS Certified Minority/Women Business Enterprises may be utilized for MBE/WBE • Program crediting purposes. Contractors must ensure that firms proposed for MBE/WBE participation are NYS Certified with the New York Empire State Development Corporation, Omni Management Plaza, and located 30 South Pearl Street, Albany, New York. Please be advised that there is no fast tracking system under the NYS MBE/WBE Certification Program for approving firms wishing to participate as MBEs/WBEs under New York State agency programs. See attached Exhibit on how to access the directory for certified M/WBE firms on • the Website. EQUAL EMPLOYMENT OPPORTUNITY The contractor agrees to take affirmative action to utilize at least 10% minority employees and at • least 10% female employees in the workforce(s) associated with the Construction and/or service Contract. The established EEO goals shall be attained in conformance with NYS .Executive Law. Article 15-A. • The NYS Environmental Facilities Corporation requires at least one, or two weeks notice be given prior to pre-bid and pre -construction meetings to allow for the NYS Environmental Facilities Corporation officials' attendance and review MBE/WBE compliance requirements. Failure to meet the provisions for this notice may be grounds for rescheduling the meeting. • CC -20 • • 0 Town of Southold • TRANSFER STATION AND RESIDENTIAL DROP-OFF • PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 • REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT • AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after • award of contract.) All line items on the Proposal Form must be filled in! All • lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. • Please DO NOT remove any pages from this bid package!!! Thank you! • Proposal Package 1 of 22 • BIDDER'S CHECK LI0 Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. • ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. ❑ A Bid Deposit in the amount of Ten Percent of Bid Price as required in the Invitation to Bid. • ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be • rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. • ❑ Bidder's Qualification Statement. • NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. C: • C 71 Proposal Package 2 of 22 r • OENDOR NAME: • VENDOR INFORMATION SHEET • TYPE OF ENTITY:CORP. PARTNERSHIP_ INDIVIDUAL FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: • IF APPLICABLE: DATE FILED: STATE FILED: If a non -publicly owned Corporation: • CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) • LIST OFFICERS AND DIRECTORS: NAME TITLE • •................................................................................... If a partnership: PARTNERSHIP NAME: • LIST PARTNERS NAMES: • • Proposal Package 3 of 22 C 7 7 • • • • • A 0 0 • ADDRESS RECORD F04PM MAIL BID TO: VENDOR NAME: ADDRESS: CONTACT: TELEPHONE: E-MAIL: ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: FAX: E-MAIL: TELEPHONE: --FAX:-- CONTACT: AX:CONTACT: E-MAIL: Proposal Package 4 of 22 • • VENDOR NAME: 40 ASSUMED NAME CERTIFICATION 'If the business is conducted under an assumed name, a copy of the certificate • required to be filed under the New York general business law must be attached. ASSUMED If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, • by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • G INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached ❑ • I certify that I can supply insurance as specified if awarded the bid ❑ Insurance Certificate filed on DATE • FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE • 1K] Proposal Package 5 of 22 0 0 AFFIDAVIT OF NON-COLLAN I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that S person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, « bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an fine or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of * value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. 11 SWORN TO BEFORE ME THIS NOTARY:_ DAY OF_ 20_ NOTARY PUBLIC Proposal Package 6 of 22 Signature & Company Position Type Name & Company Position Company Name Date Signed Federal I.D. Number 11 SWORN TO BEFORE ME THIS NOTARY:_ DAY OF_ 20_ NOTARY PUBLIC Proposal Package 6 of 22 • 0 0 PROPOSALFORM TRANSFER STATION AND RESIDENTIAL DROP-OFF DESIGN • VENDOR NAME: VENDOR ADDRESS: • TELEPHONE NUMBER: FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the • said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person • authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest • therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated r] :7 Proposal Package 7 of 22 0 0 `J CJ TOWN OF SOUTHOLD TRANSFERGTION AND RESIDENTIAL DROP -FACILITY CO TRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the once bid for this Rem. 3 Site Demolition - Concrete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete, Including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the once bid for this Item. 4 Site Demolition - Buildings & Structures 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 Site Demolition - Site Features 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post a rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 8 of 22 • 0 is 0 0 i 0 0 TOWN OF SOUTHOLD TRANSFERSATION AND RESIDENTIAL DROP-OOACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Building Relocation- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building Relocation - Scalehouse Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular Lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the Scalehouse building according to the plans, specifications and/oras directed by the Engineer shall be included in the price bid for this Item. 8 Site Excavation & Grading 188,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All casts associated with layout, earthwork, compaction, all labor, materals, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 9 Proposed Site Sanitary Systems 3 EA for /EA FT Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline !9 from the building. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate Subbase Material 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit once bid for this Item. 11 Road System - Type 3 Asphalt Binder Course 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2 All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 9 of 22 0 r 40 0 0 lJ 0 TOWN OF SOUTHOLD TRANSFEFSATION AND RESIDENTIAL DROP -Il FACILITY CONTRACT A- GENERAL CONSTRUCTI N Itemized Proposal for: Town of Southold LKMA Proiect No. 04.050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of PCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - 4" Sidewalk 6,815 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid once for each square foot of 4" thick concrete walkway installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications andfor as directed by the Engineer shall be included in the unit price bid for this Item. 15 Site Concrete - 6" Reinforced Concrete Slab 1,725 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout. formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout. formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 Site Concrete - 10" Reinforced Concrete Slab 2,160 SF for SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 J n u • r� U Li w L] 0 TOWN OF SOUTHOLD TRANSFERSTION AND RESIDENTIAL DROP -FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 16 Site Concrete - 10" Reinforced Concrete Slab with Surface Hardener 14,600 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with surface hardener installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer, 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete - Reinforced Structural 720 CY for /CY Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 Site Concrete - Precast Block Retaining Wall 400 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwaier system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 21 Building Structures - Transfer Station 20,400 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, including all internal structures and systems including but not limited to, internal and exterior doors, 2- 15'X20' rollup doors, snow/ice fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 460 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction. erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 23 Building Structures - Attendant Booth 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This item will include all utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 11 of 22 a 0 0 0 r. 0 0 TOWN OF SOUTHOLD TRANSFEROATION AND RESIDENTIAL DROP-O,FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold I KMA o iart Nn na_rl ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 500 Gallon Double Wall Above Ground Waste Oil 24 Tank• Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and al. labor, materials, equipment and incidentals necessary to satafactonly complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Site Drainage- Structures, Rings, Inlet Boxes, _F_ - 25 Covers and Grates 1 LS for /LS Dollars Cents , 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 26 Site Drainage- 18" Diameter HDPE Corrugated Drainage Pipe 1,600 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 16" diameter HDPE stomiwater pipe - corrugated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 Site Signage 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessaryto satisfactonly complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28 Line striping - 4" Wide 13,000 LF for /LF Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 4 -inch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans oras directed by the Engineer will be made by the following method: Plan Width of Striping (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenanca/protection of traffic during installation. 29 Site Fencing - 6' High Vinyl Coated Galvanized Chain Link Fence and Gates 1,025 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Hroposal Hackage 12 of 22 [7 0 0 0 0 9 0 40 0 TOWN OF SOUTHOLD TRANSFER•ATION AND RESIDENTIAL DROP -FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized Chain Link Fence 530 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, sol ces, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for -his Item. 31 Topsoil 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scanting of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown an the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for -his Item. 34 Proposed Scale System- Weighbridge Furnished and Installed 2 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6" Bollards, Steel Supports & 20' High Pole 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6" concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit once bid for this Item. CONTINUED ON NEXT PAGE is Proposal Package 13 of 22 TOWN OF SOUTHOLD TRANSFER TION AND RESIDENTIAL DROP-OOFACILITY • CONTRACT A- GENERAL CONSTRUCTI Itami,ed Prnnnsal for- Town of Southold LKMA Proiect No. 04-050. h v • • J r� U ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 36 Steel Stairs & Railing 1 LS for /LS Dollars Cents 1. Measurement and Payment. The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2 All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiation Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment The Contractor shall receive the lump sum bid price to furnished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 38 Methane Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 Scale Video Monitoring System i LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 40 Gas Vent Modification 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 41 Domestic Water Service - Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid once to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping t"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 14 of 22 0 46 U 0 U 0 0 TOWN OF SOUTHOLD TRANSFER, AND RESIDENTIAL DROP-O•FACILITY CO TRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire Suppression Equipment- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a fire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, wall pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for his Item. 43 Fuel Dispensing System- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps. all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6" Crushed Stone Pavement with Non- Woven Filter Fabric 3,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with 8oz non woven filter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 45 Conrete Curb Stop 21 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measurment as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satislactonly complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS 40 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 0 Proposal Package 15 of 22 TOWN OF SOUTHOLD TRANSFERSATION AND RESIDENTIAL DROP -FACILITY • C TRACT A- GENERAL CONST. no Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050. • • • • • • • • lJ ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Al Modified Domestic Water Service 3" SDR 9 HDPE 1 for /LF Dollars Cents LSLS 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A with foundations as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, concrete, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for his Item. A2 Metal Canopy A 1,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A3 Metal Canopy 8 2,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabncation and all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS • Proposal Package 16 of 22 TOWN OF SOUTHOLD • TRANSFER STION AND RESIDENTIAL. DROPOFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. [7 • • • • • • • ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO, (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 17 of 22 0 0 0 • • • 0 TOWN OF SOUTHOLD TRANSFER STRON AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. IR Proposal Package 18 of 22 TOWN OF SOUTHOLD TRANSFER ST/SON AND RESIDENTIAL. DR(*OFF FACILITY • CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. • • • • • [] • • • • ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 L.S for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station — Interior Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 [7 s 0 0 0 41 • 71 TOWN OF SOUTHOLD TRANSFER ST4&ON AND RESIDENTIAL DR(&OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Administration Building Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Home Exchange Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Site Lighting 25 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting 1 LS for /LS Dollars Cents 1, Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 20 of 22 TOWN OF SOUTHOL.D TRANSFER STASON AND RESIDENTIAL. DRC&OFF FACILITY • CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. • V • • • • • • • 0 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 I_S for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item., 12 Emergency Generator Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 21 of 22 AUTHORIZED SIGNATURE PRINT NAME 0 TITLE C DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF _) ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. • NOTARY PUBLIC • [: • Proposal Package 22 of 22 0 i • Town of Southold BIDDER'S QUALIFICATION STATEMENT • The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: A Corporation A Partnership or Entity FIRM NAME: An Individual • PRINCIPAL OFFICE: J • PRINCIPAL OFFICERS: TITLE NAME ADDRESS BACKGROUND PROFESSION/'TRADE 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? ,% List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? ,. If so, note where and why. • 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. • QS -I 5. Has your firm requested arbitration or filed any lawsuits with regard to construction r contracts within the last five years? If yes, please provide details. 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: • Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work 1 • • QS -2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca aci 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? A 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? i • QS -3 • 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. _) STATE OF ) COUNTY OF ) being duly sworn deposes and says that he is the of contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signature of person who signed bid) Sworn to before me this day of , 2004 Notary Public i) Commission Expiration Date: QS -4 i 0 0 CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work • of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of Southold, and L.K. McLean Associates. P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part • hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. • THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in r said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. A-1 s' Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor 41 and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. • Total Bid Dollars Written in Words Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY BY Joshua Y Horton, Supervisor BY Town Attorney C7 J • TITLE (CORPORATE SEAL) 1 A-2 • ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) 46 acted, executed the instrument. NOTARY PUBLIC STATE OF NEW YORK, COUNTY OF On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC A-3 i ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. • (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: a Company Name: Contact Name: Fax No.: Telephone No.: Q-1 r • • • • r] i • s Town of Southol (v 0,10 PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you! 0 Proposal Package 1 of 23 BIDDER'S CHECK LIST l 1 V� Your response to our above referenced bid will be considered unrespon ve and will be O _ the following forms are not included at the time of the bid opening. mo ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. ❑ A Bid Deposit in the amount of Ten Percent of Bid Price as required in the Invitation to Bid. ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. ❑ Bidder's Qualification Statement. • NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. G f • L 0 Proposal Package 2 of 23 • • U U • • 0 r • • VENDOR NAME: f A LJ `� VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non -publicly owned Corporation: CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE ..................................................................................� If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 23 • • • • r • L f ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: ADDRESS: CONTACT: TELEPHONE: FAX: E-MAIL: ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: FAX: E-MAIL: TELEPHONE: FAX: CONTACT: E-MAIL: c Ur OUT Proposal Package 4 of 23 • Co umr VENDOR NAME: ASSUMED NAME CERTIFICATI O� *If the business is conducted under an assumed name, a opy of the certifi to required to be filed under the New York general business law mus ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • • INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached ❑ • I certify that I can supply insurance as specified if awarded the bid ❑ Insurance Certificate filed on DATE • FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE C • 0 Proposal Package 5 of 23 • • • 0 0 0 ap •C.hT AFFIDAVIT OF NON-COLLUSIO I hereby attest that I am the person responsible within my firm for the fi dADA sUpr s(s) and amount of this bid or, if not, that I have written authorization, closed herewith, from that person to make the statements set out below on his or her behalf and on half of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. Signature & Company Position Type Name & Company Position Company Name Date Signed Federal I.D. Number SWORN TO BEFORE ME THIS NOTARY: DAY OF_ , 20-- NOTARY 0_NOTARY PUBLIC Proposal Package 6 of 23 c P�U RM TRANSFER STATION AND RESIDENTIA DROP--OFF ESIGN VENDOR NAME: VOUL VENDOR ADDRESS: TELEPHONE NUMBER: FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a • corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • • • Proposal Package 7 of 23 • • • • • • I: • r 0 AUTHORIZED SIGNATURE PRINT NAME TITLE DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ss.: I C(J7 0 U On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC 0 Proposal Package 23 of 23 9 *1VISION 1 --GENERAL REOUIREENT5 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTAL DROPOFF GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, 0 DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. 0 TABLE OF CONTENTS — DIVISION NO. 1— GENERAL REQUIREMENTS Included in this Division are the following sections: 01010 General 01025 Measurement and Payment 01500 Construction Facilities & Temporary Controls 01501 Health & Safety Provisions 01590 Field Offices All Contractors shall note and pay particular attention to the Minority and Women's Enterprises/Equal Opportunity, State Revolving Fund clause found in Item 46 of the Conditions of Contract. 0 • • DIVISION 1 - Page 1 of 17 DIVISION I - GENERAL REQUIREMENTS SECTION 01010 - GENERAL SITE The site of the proposed general constriction for the TRANSFER STATION AND RESIDENTAL DROPOFF is located in the Town of Southold, on Middle Road (CR 48) in Cutchogue, County of Suffolk. State of New York and more particularly shown on the Contract Drawings. SCOPE A. The work to be performed under this Contract shall include all labor, materials, equipment, services and incidentals required to perform the proposed construction as indicated in the Specifications, shown on the Contract Drawings and/or as approved by the Engineer. B. In general, the work shall include but not be limited to the following: • Clearing and Grubbing • Demolition • Grading and Drainage • Asphalt Paving and Curbs • Transfer Station Construction • Truck Scale Construction • Attendants Booth Construction • Home Exchange Construction • Site Restoration, and Landscaping • Site Lighting • Sanitary System Installations C. Without restricting the generality of the foregoing and for the convenience of each Contractor, the items of work are specified under the Standard 16 Uniform Divisions of the Construction Specifications Institute as follows: 1. General Requirements 2. Site Work 3. Concrete 4. Masonry 5. Metals 6. Wood 7. Thermal and Moisture Protection 8. Doors and Finish Hardware 9. Finishes 10. Specialties 11. Equipment 12. Furnishings [)[VISION 1 - Page 2 of i7 CI • II • • • • • VISION 1 - GENERAL REQUIREMENTS 13. Special Construction 14. Conveying Systems 15A. H.V.A.C. (Not Used). 15B. Plumbing 16. Electrical D. The work covered under these Divisions shall be bid under four (4) separate Contracts: Contract A - General Construction Contract B — HVAC (Not Used) Contract C - Plumbing Contract D - Electrical E. Each Prime Contractor shall be responsible for coordinating their contractual construction schedules with each other. Each Prime Contractor shall submit a computer generated critical point method schedule indicating all items of work under their respective contracts and in accordance with each Prime Contractor's associated work. It shall be each Prime Contractor's responsibility to update the schedule as required to reflect changes in schedule of any or all Prime Contractors. SHOP DRAWINGS The Contractor shall make or provide any shop drawings, cuts or samples which the Engineer may require for the approval of details and to show the construction as it will be installed. No shop drawing shall be issued or used until it has been approved by the Engineer or his representative. After approval, no changes or deviations shall be made without written notice being sent to the Engineer. The Engineer's approval shall not relieve the Contractor from responsibility for deviations from the Drawings or Specifications unless he has, in writing, called the Engineer's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors or omissions of any sort in the Shop Drawing or schedule. The Contractor shall submit six (6) copies of each requested item to the Engineer for approval. SUPERINTENDENCE AND WORKMEN The Contractor shall give his constant personal attention to the work while it is in progress, and he shall place it in charge of a competent and reliable superintendent, who shall have authority to act for the Contractor, and who shall be acceptable to the Engineer. the Contractor shall, at all times, employ labor and equipment which shall be sufficient to prosecute the work to full completion in the manner and time specified. All workmen must have sufficient skill and experience in such work to properly and satisfactorily perform it and operate the equipment involved. Any person employed by the Contractor whom the Engineer may deem incompetent or unfit to perform the work, shall be at once discharged and shall not be again employed. DIVISION 1 - Page 3 of 17 DIVISION 1 - GENERAL REQUIREMEN'T`S All proposed work under this Contract shall be performed during and with Engineer's approval. The Contractor is advised to inspect carefully the full premises and consult with the Engineer regarding any items of construction or reconstruction that may be questionable. MAINTENANCE AND PROTECTION OF TRAFFIC The Contractor shall so conduct his operations as to interfere to the least extent practicable with the passage of vehicles, pedestrians and all other kinds of public traffic; and he must take every precaution against accidents happening to said vehicles, pedestrians and other traffic because of his operations. The Contractor shall enforce regulations and restrictions as may be necessary or required for the protection of fire, accidents, property damage and public nuisance. He shall provide and maintain such toilet facilities at or adjacent to the site as may be required. The Contractor shall erect and maintain such signs, channel and obstruction markers and barricades as may be required for the protection of traffic. The Contractor shall not deposit or store any equipment or materials within the Site Area except with written permission from the Engineer. MAINTENANCE AND PROTECTION OF UTILITIES A. The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work and give reasonable opportunity to and cooperation with the owners of these utilities in the work of reconstructing or altering them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. B. The Engineer shall direct the public utility corporations to shift or remove those utility structures that may be necessary to permit the Contractor to carry out the work in accordance with the Plans. The Contractor shall not remove or cause to be removed, any structure owned by a public utility corporation without the approval of the Engineer. C. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right- of - way, to make it possible for them to maintain uninterrupted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. GRADES, LINES, LEVELS AND SURVEY'S A. The Owner's Engineer will establish one (1) bench mark and location of the work lines as reference points for the Contractor. B. The reference points shall be maintained by the Contractor. All other required Lines. levels, grades, etc., shall be famished by the Contractor from the reference points. DIVISION 1 - Page 4 of 17 • IMSION 1 - GENERAL REQUIREMENTS C. Re-establishment of the reference points by the Engineer for the Contractor shall be done • at the Contractor's expense. D. The Contractor shall verify all grades, lines, levels and dimensions as shown on the drawings, and he shall report any errors or inconsistencies in the aforementioned to the Engineer before commencing work. Commencement of work shall be corrected by the • Contractor at his expense. LABOR, LAWS AND WORKMANSHIP A. All Contractors and Subcontractors employed upon the work shall and will be required to conform to the Labors Laws of the State of New York, the Occupation Safety and Health Act of the various acts amendatory and supplementary thereto; and to all other laws, ordinances and legal requirements applicable thereto. B. All labor shall be performed in the best and most workmanlike manner by mechanics • skilled in their respective trades. The standards of the work required throughout shall be of such grade as will bring results of the first class only. QUALIFICATIONS • All bidders must have been established in the type of construction of whichever Prime Contract they are submitting a bid for as specified in the Contract 'Documents for a period of at least five (5) years. On request, bidders must furnish a list of a minimum of five (5) projects of similar type construction that was built by them in the Nassau- Suffolk area. List must contain name, address and telephone number of client's engineer for which each project was undertaken by Contract. A minimum of five (5) of the projects must have been built for municipal clients. • APPROVAL OF SUBCONTRACTORS A. No Subcontractors shall be employed on the work unless prior approval has been given by the Engineer. The Contract shall, within five (5) days after signing of the Contract, • submit a list of proposed Subcontractors to the Engineer for approval. The list shall contain firm names, names of all principals and addresses and projects completed by each Subcontractor and names, addresses and telephone numbers of the particular project's Engineer for which the Subcontractor on the aforementioned project list must have been of similar nature. A minimum of five (5) projects for each proposed • Subcontractor must be submitted. B. If for any reason a Subcontractor must be discharged from work, the Contractor shall notify the Engineer at least 24 hours prior to discharge, stating the reasons, and shall provide the Engineer with the name and qualifications of the replacement Subcontractor • for approval by the Engineer. This action is deemed necessary to maintain continuity of the work and to minimize project disruptions. All costs due to slowdown of the project for such reasons shall be borne by the Contractor. 0 DIVISION 1 - Page 5 of 17 DIVISION 1 - GENERAL REQUIREMENTS STANDARD SPECIFICATIONS Where reference is made in these Specifications to a society, the portion referred to shall be read into and shall be a part of this Contract and Specifications. Materials, methods and equipment shall conform with the latest A.S.T.M., A.W.P.A., A.S.A., N.E.C., I.E.S., etc. Specifications as may relate to or govem the construction work. TEMPORARY OFFICE AND STORAGE SHED A. This Contractor shall, at all times, provide and maintain a watertight office where directed, for his use and the use of his Subcontractors, and the use of the Engineer. Waiver of the temporary office requirements shall only be granted by the F,ngineer. Temporary office shall be removed from the site upon completion of all work and the office site restored to original conditions. B. The Contractor shall provide and maintain on the premises, where directed, watertight storage sheds for storage of all materials which might be damaged by weather, and shall remove them from the site at the completion of the work. Restoration of the shed site shall be done by the Contractor to the condition prior to erection of sheds. CONTRACT DRAWINGS A. The Contract drawings which accompany and form part of these Specifications, bear the general title TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTAL DROPOFF, Suffolk County, New York and separately numbered and entitled as follows: 1 Cover Sheet 2 Legend and Notes 3 Existing Conditions (North) 4 Existing Conditions (South) 5 Overall Site Plan 6 Demolition Plan (North) 7 Demolition Plan (South) 8 Phase I Construction Plan 9 Phase 2 Construction Plan 10 Phase 3 Construction Plan 11 Proposed Entry Road Plan And Profile 12 Layout Pian (North) 13 Layout Plan (South) 14 Weigh Facility Plan and Details 15 Site Weigh Scale Details 16 Weigh Scale Security and Radiation Detection Plan 17 Gas Venting Plan and Details 18 Administration Building Foundation Plan DIVISION 1 - Page 6 of 17 • C • • • • • r • IRIVISION 1 - GENERAL. REQUIREMENTS 19 Administration Building Ramp/Stair Plan and Details 20 Transfer Station Foundation Plan 21 Transfer Station Foundation Wall Sections 22 Transfer Station Foundation Details 23 Transfer Station Foundation Notes and Schedules 24 Transfer Station Tip Floor Plan 25 Transfer Station Floor Plan 26 Transfer Station Add Alternate Floor Plan and Sections 27 Transfer Station Mechanical And Bathroom Plan 28 Transfer Station Roof Plan 29 Transfer Station Elevations 30 Transfer Station Building Sections 31 Transfer Station Plumbing Plan 32 Transfer Station Electrical Plan 33 Home Exchange Plan and Details 34 Attendant's Booth Plan and Details 35 Grading and Drainage Plans 36 Weigh Scale Retaining Wall 37 Striping and Signage Plan (North) 38 Striping and Signage Plan (South) 39 Planting Plan 40 Site Details 41 Site Details E-1 Site Electric Plan (South) E-2 Site Electric Plan (North) E-3 Site Electric Details FW -1 Fire Well Plan S-1 Sanitary Overall Site Plan S-2 Sanitary Plans S-3 Sanitary Details W-1 Waste Oil Tank Plan and Details W-2 Waste Oil Details Plan WD -1 Water Distribution Plan B Test Boring Plan B-2 Test Boring Charts B-3 Test Boring Charts CLEAN-UP The Contractor shall at all times keep the construction area, including storage areas used by him, free from accumulation of waste material and rubbish and prior to completion of the work, remove any rubbish from and about the premises. Upon completion of the construction, the Contractor shall leave the work premises in a clean, neat and workmanlike condition satisfactory to the Engineer. 0 DIVISION 1 - Page 7 of 17 DIVISION 1 - GENERAL REQUIREMENTS GUARANTEES A. Before issuance of the final certificate, the Contractor shall deliver to the Owner the following guarantees in addition to those specifically required in the General Conditions and in the various technical sections. B. The Contractor hereby guarantees that all materials and workmanship installed under his respective contract to be new and of good quality in every respect and to remain so for a period of one (1) year or for longer periods where so provided for in the Specifications, from the date of issuance of the Final Certificate by the Engineer. C. Should any defects develop in the aforesaid work within the stipulated periods due to faults in materials and/or workmanship, the Contractor hereby agrees to make all repairs and do all necessary work to correct the defective parts. Such repairs and corrective work, including the cost of making good all other work damaged by or otherwise affected by making of the repairs or corrective work shall be done without any cost or expense to the owner, and at the entire cost and expense of the Contractor, within five (5) days after notice to the Contractor. The owner may have the work done and charge the cost thereof to the Contractor and/or his Sureties who agree to pay the owner the cost of such work if the Contractor fails to respond as required. PAYMENTS Payment(s) made under this Contract will be made on the basis of actual work completed in accordance with the Contract Documents. Payments will be computed from the unit and lump sum bid. Payment will only be made for the items shown in the Proposal Form. END OF SECTION 01010 - GENERAL DIVISION I - Page 8 of 17 gVISION 1- GENERAL REOUIRE•NTS SECTION 01025 —MEASUREMENT AND PAYMENTS • DESCRIPTION The Contractor shall furnish all labor, materials, tools, equipment, appurtenances and all services necessary to perform all Work as required by the plans and specifications or as required by the Engineer, at the lump sum or unit prices for the items listed herein. • ENGINEER'S ESTIMATE OF QUANTITIES The ENGINEER'S estimated quantities for unit price pay items are approximate only and are included solely for the purpose of comparison of Bids. The OWNER does not expressly or by implication agrees that the nature of the materials encountered below the surface of the ground or the actual quantities of material encountered or required will correspond with the estimated quantities. PAYMENT ITEMS The method of payments and measurement of payments for each contract item shall be described on the Proposal Form (PF) section of the bid specifications 0 END OF SECTION 01025 — MEASUREMENT AND PAYMENTS • •, '7 •I 0 DIVISION 1 - Page 9 of 17 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01500 — CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SCOPE Work shall include but not be limited to the following: A. Temporary Utilities — Electricity, lighting, heat, ventilation, telephone service (including fax machine), water and sanitary facilities. B. Temporary Controls — Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities — Access roads, parking, progress cleaning, project signage, and temporary buildings. TEMPORARY ELECTRICITY A. All Contractors shall be responsible for providing temporary electric power for all construction activities associated with their contracts with the exception of the Proposed Transfer Station & Residential Dropoff Building area. TELEPHONE SERVICE A. The Contractor shall arrange with the local telephone company for all telephone services for construction needs at locations as required. B. Contractor shall provide an adequate number of service lines for his needs and coin- operated instruments for use by construction personnel. C. Provide, maintain and pay for private telephone service with two incoming lines to Engineer's field office commencing at time of project mobilization. D. The Contractor shall also provide an answering machine for the Engineer's use. E. Provide one (1) plain paper facsimile machine. Provide all necessary paper, toner and maintenance during the course of the Contract. TEMPORARY WATER SERVICE A. The Contractor shall provide temporary water service for constriction purposes, sanitary facilities, fire protection and for cleaning. B. Potable water shall be furnished for construction personnel by portable containers. C. Water service shall be protected from freezing, and the service shall be extended and relocated as necessary to meet temporary water requirements. DIVISION 1 - Page 10 of t7 • SVISION 1- GENERAL REQUIREMENTS D. The Contractor shall install a meter and pay for all expenses associated with temporary • water service during the course of the work, including furnishing all necessary permits and fees required for temporary water service. C • E. Comply with all applicable codes and arrange for all necessary inspections and approvals. F. Upon completion of all work, the Contractor shall disconnect and remove all temporary connections and fixtures. TEMPORARY SANITARY FACILITIES A. The Contractor shall provide at the site suitable enclosed toilet facilities for the use of construction personnel. The Contractor shall observe and enforce all sanitary regulations and maintain satisfactory sanitary conditions around and on all parts of the work. • B. Adequate washing facility shall be provided for the construction personnel. C. The Contractor shall maintain, service, clean, and disinfect facilities in a satisfactory manner and enforce proper use of the sanitary facilities. • D. The Contractor shall be subject to a fine and prosecution if any human excrement is deposited in or around the construction site. E. The Contractor shall pay for all expenses associated with temporary sanitary facilities during the course of the work, including furnishing all necessary permits and fees required for temporary sanitary facilities. • F. Comply with all applicable codes and arrange for all -necessary inspections and approvals. • FIRST-AID FACILITIES AND ACCIDENTS A. First Aid Facilities and Accidents B. The Contractor shall provide, at the site, such equipment and facilities as are necessary to supply first-aid to any of his personnel who may be injured in connection with the work. C. Accident 1. The Contractor shall promptly report in writing to the Engineer all accidents and whatsoever arising out of, or in connection with, the performance of the work, Is whether on or adjacent to the site, which cause death, personal injury or property damage, giving full details and statements of witness. 0 DIVISION 1 - Page I 1 of 17 DIVISION 1 - GENERAL REQUIREMENTS 2. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Owner and the Engineer. 3. If any claim is made by anyone against the Contractor or a Subcontractor on account of any accidents, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide, operate and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. C. Provide temporary control of surface water, stormwater runoff and discharge from pumping in accordance with Contractor's approved soil erosion and sediment control plan. SECURITY A. Provide security and facilities to protect work, and existing facilities, and Owner's operations from unauthorized entry, vandalism or theft. B. Coordinate with Owner. C. Furnish security during the course of the work. ACCESS ROAD A. Maintain roads accessing construction area as shown on the Constriction Drawings. B. Extend and relocate as work progress requires. Provide detours necessary for unimpeded traffic flow. C. Provide and maintain access to fire hydrants, free of obstructions. D. Provide tu1�1 of reH H1, run from vehicle wheels before entering public and private streets. Clean all mud and debris from construction traffic at no additional expense to the Owner. Comply with all State and Local regulations. E. Designated existing on-site roads may be used for construction traffic, as directed by the Owner and Engineer. Damage to existing site roads as a result of this Contract will be the responsibility of the Contractor. DIVISION 1 - Page 12 of 17 • • DIVISION 1- GENERAL REQUIREMENTS PARKING A. The Contractor's personnel shall not park on the main road or adjacent private side streets. B. When space is not adequate, provide additional off-site parking. • C. . Do not allow vehicle parking on existing pavement. PROGRESS CLEANING A. Maintain areas free of waste materials, debris and rubbish. Maintain site in a clean and orderly condition. B. Remove waste materials, debris and rubbish from site and dispose weekly in areas as designated by the Owner. 0 REMOVAL OF UTILITIES, FACILITIES AND CONTROLS A. Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Final Applications for Payment Inspections. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified conditions. END OF SECTION 01500 — CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS • W 0 DIVISION 1 - Page 13 of 1'7 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01501— HEALTH AND SAFETY PROVISIONS A. The Contractor shall be responsible to maintain a safe workplace and to monitor working conditions at all times during construction and, as necessary, to provide appropriate protective clothing, equipment and facilities for his personnel, and/or to establish work place procedures to ensure their safety, and to enforce the use of these procedures, equipment and/or facilities in accordance wit the following guidelines: 1. Safety and Health Regulations Promulgated by the U.S. Department of Labor OSHA, 29 CFR 1910 — Occupational Safety and Health Standards, and 29 CFR 1920 — Safety and Health Regulations for Construction. 2. U.S. Environmental Protection Agency Medical Monitoring Program Guidelines. B. If, at any time, the Owner or the Engineer is apprised of a safety hazard which demands immediate attention because of its high potential for harm to public travel, persons on or about the work, or public or private property, the owner of the Engineer shall have the right to order such safeguards to be erected and such precautions to be taken as necessary and the Contractor shall comply with such orders. If, under such circumstances, the Contractor does not or cannot or his representative is not upon the site so that he can be notified immediately of the insufficiency of safety precautions, the Owner may put the work into such a condition that it shall be, in his opinion. in all respects safety, and the Contractor shall pay all expenses of such labor and materials as may have been used for this purpose by him or by the Owner. The fact that the Owner or the Engineer does not observe a safety hazard or does not order the Contractor to take remedial measures shall in no way relieve the Contractor of the entire responsibility for any costs or claims for loss, damage, or injury by or against any part sustained on account of the insufficiency of the safety precautions taken by him or by the Owner acting under authority of this Section. C. It is the responsibility of the Contractor to take appropriate safety precautions to meet whatever conditions of hazard may be present during the performance of the work_ whether reasonably foreseeable or not. The Contractor is alerted to the fact that it shall be his sole responsibility to anticipate and provide such additional safety precautions, facilities, personnel and equipment as shall be necessary to protect life and property from whatsoever conditions of hazard are present or may be present. END OF SECTION 01501— HEALTH AND SAFETY PROVISIONS DIVISION I - Page 14 of 17 • • • i U K: • • r tIVISION 1- GENERAL REUUIRENTS SECTION 01590 — FIELD OFFICE SCOPE Work shall include but not be limited to the following: A. Temporary Field Offices and Sheds B. Maintenance and Cleaning GENERAL A. Existing and/or permanent facilities shall not be used for field office or for storage. B. Fill and grade sites for temporary structures to provide drainage away from buildings. C. Install office spaces ready for occupancy 15 working days after date fixed in Notice to Proceed. D. Employee Residential Occupancy — Not allowed on Owner's property. CONSTRUCTION A. Portable or mobile buildings, or buildings constructed with floors raised above ground, securely fixed to foundations, with steps and landings at entrance doors. B. Construction — Structurally sound, secure weather tight enclosures for office and storage spaces. Maintain during progress of work; remove at completion of work. C. Temperature Transmission Resistance of Floors, Walls and Ceilings — Compatible with occupancy and storage requirements. D. Exterior Materials — Weather resistant and finished. E. Interior Materials in Office — Sheet type materials for walls and ceilings, pre -finished or painted; resilient floors and bases. F. Lighting for Offices — 50 foot C at desk top height, exterior lighting at entrance doors. G. Fire Extinguishers — Appropriate type fire extinguishers at each office and each storage area. ENVIRONMENTAL CONTROL A. Heating, Cooling and Ventilating for Office — Automatic equipment to maintain 68 degrees F. heating and 76 degrees F. cooling. B. Storage Spaces — Heating and ventilating for Office - Automatic products in accordance with Contract Documents; adequate lighting for maintenance and inspection products. 0 DIVISION 1 - Page 15 of 17 DIVISION 1 - GENERAL REQUIREMENTS CONTRACTOR OFFICE AND FACILITIES A. Size — For Contractor's needs and to provide space for project meetings. B. Telephone—As specified in Section 01500 C. Furnishings in Meeting Area — Conference table and chairs to seat at least 12 persons racks and files for Contract Documents, submittals and Project Record Documents. D. Other Furnishings — Contractor's option. ENGINEER OFFICE A. Separate space for sole use of Engineer, with separate entrance door with new lock and four keys. B. Area for Engineer only — Minimum 240 square feet, minimum dimensions 12 feet x 20 feet x 7 feet tall. C. Windows — Minimum three, minimum total area of 10 percent of floor area, with operable sash and insect screens. Locate to provide view of construction area. D. Electrical Distribution Panel —Two circuits minimum, 110 volt, 60 Hz service. E. Minimum six, 110 volt duplex convenience outlets, one on each wall. F. Telephone and Fax — as specified in Section 01500. G. Sanitary Facilities — Refrigerated bottled water drinking fountain and private lavatory facilities. H. Furnishings 1. One desk 54" x 30: with three drawers. 2. One drafting table 36" x 72" with one equipment drawer and a full width parallel straight edge. 3. One metal, double door storage cabinet under table. 4. Plan rack to hold working Drawings, shop drawings, and record documents. 5. One standard four -drawer legal size metal filing cabinet with locks and two keys per lock. 6. Twenty linear feet of metal bookshelves. DIVISION 1 - Page 16 of 17 • *VISION 1 - GENERAL REOUIRENTS 7. Two swivel arm chairs. • 8. Two straight chairs. 9. One drafting table stool. 10. One tack board 36" x 30". • 11. One waste basket per desk and table. I. Equipment — Six adjustable band protective helmets for visitors, one recording high/low outdoor weather thermometer, recording high/low barometer, and anemometer. • J. One plain paper photocopy machine. Provide all necessary paper, toner, and maintenance during course of contract. K. Computer and Printer — Pentium III (min), 350 MHz (min), 128 MB RAM (min), 6 GIG • hard drive (min), 100 MB ZIP Drive (IOMEGA), VGA Monitor and HP Laser Jet printer or equivalent. L. Software — Windows 2000, Microsoft Office 2000 or XP. MAINTENANCE AND CLEANING • A. Daily janitorial services for offices, periodic cleaning and maintenance for office storage areas. B. Maintain approach walks free of mud, water and snow. • REMOVAL At completion of work, remove buildings, foundations, utility services, debris and restore areas as found prior to mobilization. • END OF SECTION 01590 — FIELD OFFICE • • 0 DIVISION 1 - Page 17 of 17 • • DIVISION 2 - SITE WORK GENERAL • The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. • • U • • • • 40 Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under the Division. TABLE OF CONTENTS - DIVISION NO.2 - SITE WORK Included in this Division are the following sections: 02050 Demolition 02150 Clearing and Grubbing 02160 Shoring and Bracing 02170 Building Relocation 02200 Site Preparation 02222 Clean Granular Fill 02231 Screened Angular Stone 02232 Screened Subangular Stone 02320 Unclassified Excavation & Grading 02371 Precast Concrete Retaining Wall Block 02373 Angular Rip -Rap Stone 02456 Wheel Stops 02512 PVC Water Pipe and Fittings 02513 Copper Tubing and Fittings (Underground) 02514 High Density Polyethylene Pipe 02517 Water Main Blow Off Hydrant 02540 Septic Systems 02577 Pavement Striping 02595 Geotextile Filter Fabric 8oz. 02621 6" Perforated Drain Pipe 02623 Polyvinyl Chloride (PVC) Pipe 02624 Corrugated Polyethylene Pipe (Smooth Interior) 02630 Storm Drainage 02722 Pavement Subbase Preparation 02723 Recycled Portland Cement Concrete Aggregate Base Course 02740 Asphaltic Concrete Pavement 02772 Concrete Curb 02775 Concrete Walks 02820 Vinyl Chain Link Fence and Gates 02891 Signage 02900 Plantings 02911 Topsoil 02920 Hydroseed DIVISION 2 — Page 1 of 67 DIVISION 2 - SITE WORK SECTION 02050 - DEMOLITION Under this Section, the Contractor shall supply all labor, materials, equipment and incidentals necessary to complete the Demolition work and Debris removal as specified herein, shown on the Contract Drawings and/or as directed by the Engineer. INTENT The intent of the section titled "Demolition' is to properly identify all existing site features and to appropriately define the removal, disposal and salvage activity associated with each feature. The Contractor shall execute the demolition activity in accordance with all of the sections of this specification. SCOPE In general, the work to be done shall include but not be limited to the following: A. Pavement and curb removal B. Steel transfer building C. Buildings foundations D. Weigh scales E. Weigh scale foundations and approaches. F. Diesel fuel tank G. Waste oil tanks H. Pavements and slabs I. Drainage structures J. Signage K. Retaining walls and fencing L. Well abandonment M. Sawcutting N. Building canopy (lean-to) O. Exposed precast concrete retaining block (by Owner) P. Embedded or buried precast concrete retaining wall blocks Q. Existing Drum Storage (Haz-Store) Building (by Owner) DEMOLITION DESCRIPTION AND DETAILS A. The Contractor shall completely remove all steel, asphalt, concrete and debris to allow for the proposed construction as shown on the Contract Drawings and directed by the Engineer. All materials and debris to be demolished shall be removed and disposed of off site. DIVISION 2 — Page 2 of 67 • • • DIVISION 2 - SITE WORK • B. The Contractor shall exercise extreme care NOT to damage the existing structures and surfaces which are to remain. The Contractor shall remove from the site all cut-offs and demolished materials and replace remaining voids and previously occupied spaces with suitable granular fill material properly compacted in place. C. Off-site disposal for all demolished material and debris shall be at a facility approved by the New York State Department of Environmental Conservation. All costs, permits, etc., for proper disposal shall be borne by the Contractor. D. The Town shall be responsible for removal of municipal solid waste (MSW) from Town residents and recyclables (plastic bottles, cans, cardboard, etc.). E. Sawcutting shall be performed by a mechanically driven wet saw and saw blade shall be able to cut full depth through the pavement in one pass. ITEMS TO BE SALVAGED FOR REUSE BY THE TOWN A. The Contractor shall remove the existing wood split rail fence along the west side of the contract area and tum over the posts and rails to the Town for reuse. Care shall be taken in the removal and stacking of the posts and rails. The Town shall provide an area onsite where the posts and rail can be stacked B. The Town shall remove all exposed precast concrete retaining wall blocks for reuse. The Contractor shall be responsible for removal of embedded or buried precast concrete retaining wall blocks. C. The existing emergency backup generator is to be salvaged during the project and shall be relocated/reconnected by the Electrical Contractor as part of this Contract. D. The existing Transfer Station Building (only) is to be removed in a method so as to salvage all structural steel and properly relocate on-site for re -use by the Owner. Any roof panels, side panels or supports compromised by corrosion or deemed unsuitable for reuse by the Engineer and/or Owner shall be removed and disposed of at a suitable off - 0 site disposal facility. SANITARY SYSTEMS A. Sanitary systems shall be removed in accordance with the Suffolk County Department of 40 Health Services regulations. B. Coordination, inspection, documentation and notification of the SCDHS shall be the responsibility of the Contractor. 41 WATER WELL ABANDONMENT A. The water well shall be abandoned in accordance with the Suffolk County Department of DIVISION 2 — Page 3 of 67 40 DIVISION 2 .SITE WORK Health Services regulations. B. The Contractor shall be responsible to include but not limited to the following: a. Disconnect power and make safe b. Remove pump, screen and riser c. Removal of exposed well head d. Backfill material and plug C. Coordination, inspection, documentation and notification of the. SCDHS shall he the responsibility of the Contractor. PETROLEUM TANK REMOVAL A. The petroleum tank(s) shall be removed by a qualified contractor in accordance with the Suffolk County Department of Health Services regulations. B. Tanks located above and below grade shall be included contents included heating oil, diesel fuel, and waste oil. C. The Contractor shall be responsible to include but not limited to the following: 1. Disconnect power and make safe (if applicable) 2. Pump tank of existing liquids by a qualified contractor 3. Proper abatement tank and clean for disposal 4. Removal of tank to an approved disposal facility 5. Clean surrounding slabs and equipment in contact with the remove tank or petroleum residue. D. Coordination, inspection, documentation and notification of the SCDHS shall be the responsibility of the Contractor. END OF SECTION 02050 - DEMOLITION DIVISION 2 — Page 4 of 67 • • DIVISION 2 - SITE WORK SECTION 02150 - CLEARING AND GRUBBING • WORK INCLUDED The work shall consist of clearing and grubbing the entire area of the project site to the limits indicated on the contract drawings and/or as directed by the Engineer. The Contractor shall carefully protect and guard all trees and shrubs except those to be removed within or adjacent • to the project site. The use of any machine, equipment or appliance on any part of the work in such a manner as to, injure, sear, or kill such trees and shrubs, which are to remain, is prohibited. The Contractor shall remove all trees, brush, stems, branches, stumps, stubs, roots, dead wood, undergrowth and other objectionable material in the area shown on the contract drawings and/or as directed by the Engineer. • REMOVAL AND DISPOSAL All materials cleared and grubbed shall be disposed of as follows: • 1. Off -Site Disposal: Cleared and grubbed material shall be disposed of off-site at an approved New York State Department of Environmental Conservation Facility. All fees associated with off-site disposal shall be bome by the Contractor. 2. All uprooted vegetation from the land clearing operations shall be removed or properly disposed of within 15 days. • 3. Burying or burning of cleared and grubbed material is strictly prohibited. 4. The Contractor shall take care to remove any bushes or shrubs located along the project limits and damaged during the construction. • GRADING The area cleared shall be rough graded to the lines and limits as shown on the plans and shall be left with a neat and finished appearance. The area shall be rough graded in a manner so not • to cause stormwater runoff to impact adjacent areas and or directly follow into the designated wetland areas. END OF SECTION 02150 - CLEARING AND GRUBBING L • 0 DIVISION 2 — Page 5 of 67 DIVISION 2 - SITE WORK SECTION 02160 — SHORING AND BRACING GENERAL A. The Contractor shall furnish all labor, materials equipment, tools and appurtenances required to complete the work of shoring, bracing, and sheeting or sheet piling, necessary to complete the construction, protect structures, and prevent the loss of ground or caving of embankments, as shown, specified or required, and shall meet all applicable building and safety codes. B. Pressures on sheeting and the stability of the sheeting and bottom of the excavation are dependent not only on soil conditions but upon many procedures and options available to the Contractor, such as dewatering, staging of excavation and installation of bracing, flexibility of sheeting, construction equipment used, and time of completing the work. All such factors shall be considered investigated in the design of the sheeting and bracing. RELATED DOCUMENTS A. Recommended Technical Provisions for Shoring and Sloping of Trenches and Excavations, U.s. Department of commerce. B. Construction Safety and Health Regulations, U.S. Department of Labor, Occupational Safety and Health Administration. SUBMITTALS A. In trenches, the sheeting shall be designed so that the lowest brace is no closer than 12 inches above the base of the structure to be installed. Therefore, the Contractor shall submit drawings, computations and substantiating data prepared, and signed and sealed by a Professional Engineer licensed in the State, showing his proposed sheeting, sheet piling, and bracing design and method of construction for the information of the Engineer prior to the start of such construction. Any review or comments by the Engineer shall not relieve the Contractor of his responsibility for sheeting and bracing. QUALITY CONTROL During the installation of the sheeting and bracing and as long as the excavation is open, the. Contractor's Professional Engineer shall monitor the work to ensure that it is carried out in accordance with his design and procedures. For this purpose, leveling observations for heave and settlement shall be made in addition to piezometric readings where excavations extend below the water table or through soft cohesive soils. DIVISION 2— Page 6 of67 ♦ • DIVISION 2 - SITE WO • MATERIALS • A. Steel Sheet Piling 1. Steel sheet piling shall conform to the requirements of ASTM A328. B. Timber Sheeting • 1. The timber, unless otherwise noted, may consist of any species which will satisfactorily stand driving. It shall be sawn or hewn with square corners and shall be free form worm holes, loose knots, wind shakes, decayed or unsound portions, or other defects which might impair its strength or tightness. • VERIFYING EXISTING CONDITIONS A. Before commencing work, the Contractor shall check and verify all governing dimensions and elevations, including field measurements of existing and adjoining work on which his work is dependent, to assure proper fit and clearance of each part of the • work to the new and existing structures. B. The Contractor's attention is drawn to General Conditions for general information for evaluating existing conditions which may affect his work. COORDINATION WITH OTHER OPERATIONS • • The schedule and progress of the shoring, bracing, and sheeting work shall be coordinated with the dewatering, excavation, and backfilling work. If, during the progress of the excavation, lateral movement of the adjacent ground or structures is discovered, corrective measures shall be taken immediately to prevent further movement. INSTALLATION A. All sheeting • 1. All sheeting, whether steel or timber, permanent or temporary, shall be safely designed and shall be carried to adequate depths and braced as necessary for proper performance of the work. Construction shall be such as to permit excavation as required. Interior dimension shall be such as to give sufficient clearance for construction forms and their inspection. Movements of sheeting or • bracing which prevent the proper completion of the sub -structure or cause damage to any adjacent structure by undermining or any other change shall be corrected at the sole expense of the Contractor. No part of the sheeting or bracing shall be allowed to extend into the structure without written permission of the Engineer. • 41 DIVISION 2 — Page 7 of 67 DIVISION 2 - SITE WORK 2. If the Engineer is of the opinion that, at any point, any proper supports have not be provided, he may order additional supports put in at the expense of the Contractor, and compliance with such order shall not relieve or release the Contractor from his responsibility for the sufficiency of such supports. Care shall be taken to prevent voids outside of the sheeting. but if voids are formed, they shall be immediately filled and rammed. B. Permanent Steel Sheet Pilin In locations where sheeting is installed to protect existing structures, it shall remain in place unless otherwise specified. All penmanent sheeting shall be steel. 2. Permanent steel sheet piling shall be cut off at 2 feet below the original ground, or as directed by the Engineer. All material cut off shall remain the property of the contractor shall be disposed of by him. C. Temporary Steel or Timber Sheeting 1. Temporary sheeting shall be either steel or timber. 2. Unless otherwise ordered by the Engineer, all parts of the temporary sheeting shall be removed.upon completion of the work for which it was provided. The excavation shall be backfilled and properly compacted prior to removal of sheeting unless otherwise permitted by the Engineer. Sheeting may be left in place at the option of the Contractor if so permitted by the Engineer and the cutoffs removed from the site. 3. The Contractor shall leave in place to be embedded in the backfill, any sheeting and bracing which the Engineer may direct him in writing to leave in place at any time, during the progress of the work, for the purpose of preventing injury to structures, utilities, or property, whether public or private. The Engineer may direct that steel or timber used for sheeting and bracing be cut off at any specified elevation. 4. The right of the Engineer to order sheeting and bracing left in place shall not be construed as creating any obligation on his part to issue such orders, and his failure to exercise his right to do so shall not relieve the contractor from liability for damages to persons or property occurring form or upon the work occasioned by negligence or otherwise, growing out of a failure on the part of the Contractor to leave in place sufficient sheeting and 'bracing to prevent any caving or moving of the ground. 5. No sheet is to be completely withdrawn if driven below mid -diameter of any pipe or structure footing, and under no circumstances shall any sheeting be cut off at a level lower than 1 foot above the top of any pipe. DIVISION 2 - Page S of 67 • • DIVISION 2 - SITE WORK • REMOVAL OF SHORING AND BRACING MATERIALS A. Whether the Contractor elects not to remove shoring and bracing material, all such material shall be removed to the extent that the top of the material shall be a minimum of 5 feet below the proposed finished grade. • B. Removal of shoring and bracing shall be carried out in a manner such that no structure shall be disturbed or damaged during or after removal. Protection of structures during the removal of the shoring and bracing shall be the sole responsibility of the Contractor, and any disturbance or damage shall be rectified at no expense to the Owner. • SAFETY Installation and removal methods of shoring and bracing shall meet, or exceed, the minimum requirements of the applicable codes and safety precautions as outlined in such codes, and shall be enforced by the Contractor. • METHOD OF PAYMENT The Contractor shall not receive separate payment for the cost of shoring and bracing. All costs for shoring and bracing shall be included within the unit payment item for related items listed on the Proposal Form. • END OF SECTION 02160 — SHORING AND BRACING • • • • 0 DIVISION 2 —Page 9 of 67 DIVISION 2 - SITE WORK SECTION 02170 — ADMINISTRATION BUILDING RELOCATION WORK INCLUDED The Contractor shall furnish labor, materials, equipment and appurtenances necessary or required to perform the building relocation and complete all work including, but not limited to the following: A. Disconnect and make safe existing utilities to structure B. Clearing, removing and the legal disposal of all debris and miscellaneous structures anchoring the building to the foundation system. C. The Contractor shall do all stakeout, layout, and elevations necessary to perform the building relocation. Surveying shall be performed by a Licensed Land Surveyor acceptable to the Engineer. All instruments, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. D. Coordinate the relocation with local traffic, utilities, and site operations. QUALIFICATIONS The Contactor responsible for relocation of the existing building shall have experience in similar building relocations and successfully performed a minimum of 5 moves within the last 2 years. A. The Contractor shall visit and thoroughly familiarize themselves with the site and with the building(s) to be relocated and the proposed construction phasing. B. When the Contractor submits their proposal, it shall be interpreted to mean that he has examined the site, fully understands the existing and proposed conditions and has made due allowances for them in their proposal. PREPARATION A. Notification of utility companies shall be in accordance with Industrial Code Rule #53 of Title 12, of the Official Compilation of Codes, Rules and Regulations of the State of New York. B. Notify all pertinent utility companies, prior to start of work and ascertain locations of all existing utilities. C. Exercise extreme caution in the area of existing utilities so as not to cause damage or breakage. DIVISION 2 —Page 10 of 67 • 0 DIVISION 2 - SITE WORK D. The Contractor shall verify all elevations and dimensions of the proposed foundation system to satisfy themselves as to their correctness prior to lifting of the building from the existing foundation system. PERFORMANCE • A. The Contractor shall exercise diligent care to protect existing trees, shrubs, surrounding structures, utilities within proximity of the building to be relocated and shall replace at his own expense any such damage. B. The Contractor shall perform the building relocation in one work day. Multiple lifts and temporary setting of the building on cribbing or wheels shall be avoided. C. Upon relocation, the Contractor shall be responsible for providing adequate tie downs and temporary securing of the building to the proposed foundation system until a permanent attachment can be made. D. Connection of the building to the proposed foundation system shall be in accordance with the construction plans and as ordered by the Engineer. 0 PROTECTION OF EXISTING BUILDING A. The Contractor shall remove all connected porches, steps and exterior appurtenances on the building that may be damaged during the building relocation. B. All associated pipes, wires and tubing for the building utilities shall be secured to the building and protected during the relocation. C. The Contractor shall remove or protect the existing window and doors from damage during the building relocation. All damage to the building (interior and exterior) during the relocation shall be repaired at the Contractor expense. • END OF SECTION 02170 — BUILDING RELOCATION 0 • 0 DIVISION 2 — Page 11 of 67 DIVISION 2 - SITE WORK SECTION 02200 - SITE PREPARATION WORK INCLUDED The Contractor shall furnish labor, materials, equipment and appurtenances necessary or required to perform and complete all work including, but not limited to the following: A. Location and Stakeout B. Clearing, removing and the legal disposal of all debris and miscellaneous structures not covered under other sections of these Specifications. C. The Contractor shall do all stakeout, layout, and elevations necessary to perform the intended construction. Surveying shall be performed by a Licensed Land Surveyor acceptable to the Engineer. All instruments, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. QUALITY ASSURANCE A. Location and stakeout work shall be performed by a Professional Engineer or Land Surveyor duly licensed in the State of New York. B. The Contractor shall, at their own expense, secure and pay for all permits, inspections. fees and give all legal notices that may be required in connection with the work, including the notification of owners of existing subsurface gas and other utility lines. INSPECTION A. The Contractor shall visit and thoroughly familiarize themselves with the site and with the scope of work to be done. B. When the Contractor submits their proposal, it shall be interpreted to mean that he has examined the site, fully understands the existing and proposed conditions and has made due allowances for them in their proposal. PREPARATION A. Notification of utility companies shall be in accordance with Industrial Code Rude #53 of Title 12, of the Official Compilation of Codes. Rules and Regulations of the State of New York. B. Notify all utility companies, prior to start of work and ascertain location of all existing utilities. DIVISION 2 — Page 12 of 67 r • DIVISION 2 - SITE WORK 9 C. Exercise extreme caution in the area of existing utilities so as not to cause damage or breakage. • D. The Contractor shall verify all elevations and satisfy themselves as to their correctness by visiting the site of the proposed work and examining the actual condition prior to the beginning of the work. • PERFORMANCE • A. The Contractor shall exercise diligent care to protect existing trees, shrubs and under- growth not to be removed and shall replace at his own expense any such existing plants, trees, shrubs or other plant material removed, destroyed, disfigured or damaged because of his negligence with similar planting approved by the Engineer. B. All wood and brush shall be legally disposed of by the Contractor at their own expense. ADJUST AND CLEAN The Contractor shall clean up and remove from the site all rubbish and surplus material as fast as it accumulates and shall not permit it to be scattered about the project site. PROTECTION OF EXISTING VEGETATION • A. Top soil cover over root systems of existing trees and shrubs shall be minimized and never exceed 6 inches in depth. B. Trenching across tree root systems should be a minimum distance to the tree diameter in . inches, converted to feet, from the tree trunk. (e.g. 10 inch caliper tree shall have a minimum of 10 feet distance between trunk and trench.) Tunnels under the root system should start 18 inches or deeper below existing grade. Tree roots which must be severed should be cut clean. Backfill material around roots shall be topsoil. C. Construct sturdy fences, wood or steel barriers, or other protective devices surrounding • valuable vegetation from construction equipment. Place barriers far enough from tree so that all equipment such as backhoes and dump trucks do not contact tree trunk or branches. D. Trees shall be protected from grade to the lowest branch or 8' above grade, whichever is ♦ lowest. E. Material shall only be stockpiled in locations approved by the engineer. No equipment shall be parked or repaired, and no oil, gasoline, concrete or other debris shall be dumped near trees and shrubs to remain. At the end of each workday, all debris shall be removed ♦ and disposed of off-site. • DIVISION 2 — Page 13 of 67 DIVISION 2 - SITE WORK F. Obstructive and broken branches should be pruned properly. The 3 cut method should be used on all branches larger than two inches at the cut. The branch collar on all branches whether living or dead should not be damaged. First cut the underside of the branch partly through 6 inches or more from tree. Cut through the branch 2 inches or further out from trunk. The final cut should be made by placing the shears or saw in front of the branch bark ridge and cutting downward and slightly outward. Do not paint the wounds. G. Any trees damaged during construction shall be repaired by an approved tree surgeon. Any tree erroneously removed or damaged beyond satisfactory repair shall be replaced with the same species, 6 inches in caliper, which shall be balled, burlapped and platformed and planted at the direction of the Engineer. H. Where cuts expose or affect root systems of trees, the exposed roots shall be cut off cleanly and such areas shall be backfilled with topsoil as soon as practicable and shall be watered and protected from further damage. END OF SECTION 02200 - SITE PREPARATION DIVISION 2 — Page 14 of 67 • DIVISION 2 - SITE WORK SECTION 02222 — CLEAN GRANULAR FILL 0 DESCRIPTION Under this Item, the Contractor shall furnish, place and compact clean granular fill material in accordance with the plans and specifications and/or as directed by the Engineer. The Contractor shall not deliver material to the site without prior approval by the Engineer. Clean • granular fill material delivered without prior approval of the Engineer will not be paid. INTENT The intent of this section is to provide clean granular soil material as specified to locations ♦ where filling is required. Based upon existing site conditions and the proposed grading plan, the construction activity within the proposed site shall generate an excess of clean granular soil material. The importation of clean granular fill from off-site sources shall be done only when all construction activity has not yielded the required volume of acceptable fill material on-site. ♦ MATERIALS Clean granular fill shall be sound, hard, durable bank run sand and gravel. Gradation shall be as follows as determined by ASTM D422 Testing Methods Sieve Size Percent Passing by Weight 1 -inch 100% No. 40 0-70% No. 200 0-10% The Engineer reserves the right to randomly test for conformance any material that arrives at the site. All costs associated with laboratory testing of the material shall be borne by the Contractor. CONSTRUCTION DETAILS The Contractor shall furnish and place clean granular fill material as directed by the Engineer. The fill material shall be placed in 6" to 9" lifts and thoroughly compacted with a vibratory tamper or other approved means. The fill material shall be compacted to 95% of maximum density at optimum moisture content in accordance with ASTM D698 Standard Proctor. Testing fees shall be borne by the Contractor. END OF SECTION 02222 — CLEAN GRANULAR FILL 0 DIVISION 2 — Page 15 of 67 DIVISION 2 - SITE WORK SECTION 02320 - UNCLASSIFIED EXCAVATION AND GRADING CLASSIFICATION Classification of excavation: Excavation shall be unclassified, and the term "unclassified excavation" shall be understood to mean any and all materials encountered during excavation work including structures, pavement, trees and stumps, foundations, retaining walls, earth, piping, demolition, drainage systems, etc. GENERAL SITE EXCAVATION A. The Contractor shall cut to exact elevations, grade and transport excavated materials to fill areas of the site if the material conforms to the specifications and/or as approved by the engineer. Material, which is unacceptable to the Engineer, shall be disposed of at the Contractor's expense. B. Unstable soil shall be removed and replaced with on-site sand or gravel and shall be thoroughly compacted. C. Adequate provision shall be made to intercept or divert all surface water from the areas of construction operations and designated wetlands. D. The Contractor shall establish a construction grid for the areas of proposed excavation a grading to establish all stakeout, layout, and elevations necessary to perform the intended constriction. Surveying shall be performed by a Licensed Land Surveyor acceptable to the Engineer. All instruments, equipment, stakes and any other material necessary to perform this work satisfactorily shall be provided by the Contractor and approved by the Engineer. EXCAVATION FOR STRUCTURES: A. Depth: As indicated B. Clearance: Sufficient for formwork or other work to be performed. C. Embankments and Berms: Excavate to angle of recline or provide sheeting, shoring and bracing required for containing earth bank. D. Excess Depth: Carry footing and foundation walls to undisturbed soil. E. Loose Material and Debris: Keep out of excavation so footings will rest on solid, undisturbed soil. F. Protect against frost until concrete is poured. G. Soil Bearing Capacity: Do not proceed with pouring footings until nature of soil under footings has been inspected and approved by the Engineer. DIVISION 2 — Page 16 of 67 • DIVISION 2 - SITE WORK• EXCAVATION FOR PIPES AND CONDUIT Trench excavation to depths and widths as indicated on the contract drawings and or as directed by the engineer. EXCAVATION FOR PIPES, STROMWATER AND SEPTIC SYSTEMS Excavation to depths and widths as indicated on the contract drawings and or as necessary for installation of the precast concrete structures and associated piping. C END OF SECTION 02320 - UNCLASSIFIED EXCAVATION AND GRADING • C7 • • 0 DIVISION 2 — Page 17 of 67 DIVISION 2 - SITE WORK SECTION 02231— SCREENED ANGULAR STONE DESCRIPTION Under this Item, the Contractor shall furnish and install/compact screened angular stone material in accordance with the plans and specifications and/or as directed by the Engineer. MATERIALS Screened angular stone shall be furnished by the Contractor and approved by the Engineer. All angular stone material shall be free of any debris, chemicals or waste materials. CONSTRUCTION DETAILS The Contractor shall furnish, transport and place the screened angular stone material as shown on the construction plans or as directed by the Engineer. END OF SECTION 02231— SCREENED ANGULAR STONE DIVISION 2 —Page 18 of 67 ♦ • DIVISION 2 - SITE WORK SECTION 02232 — SCREENED SUBANGULAR STONE DESCRIPTION Under this Item, the Contractor shall transport, place and compact screened subangular stone material in accordance with the plans and specifications and/or as directed by the Engineer. • MATERIALS Screened subangular stone shall be available from the onsite composting facility. The Town will not transport the material. 41 CONSTRUCTION DETAILS The Contractor shall transport and place the screened subangular stone material as shown on the construction plans or as directed by the Engineer. END OF SECTION 02232 — SCREENED SUBANGULAR STONE • • C7 0 DIVISION 2 — Page 19 of 67 DIVISION 2 - SITE WORK SECTION 02371- PRECAST CONCRETE RETAINING WALL BLOCK DESCRIPTION Work includes furnishing and installing concrete retaining wall units to the lines and grades designated on the construction drawings and as specified herein. MATERIALS The precast concrete retaining wall blocks shall be as manufactured by Redi-Rock® International, 05481 South US -31, Charlevoix, MI 49720, 1-866-222-8400, www.redi- rock.com or approved equal. REFERENCE STANDARDS ASTM A615 Deformed and Plain Billet -Steel Bars for Concrete Reinforcement ASTM C94 Ready -Mixed Concrete ASTM C1372 Segmental Retaining Wall Units DELIVERY, STORAGE, AND HANDLING A. Contractor shall check the materials upon delivery to assure proper material has been received. B. Contractor shall prevent excessive mud, wet cement and like materials from coming in contact with the retaining wall units. C. Contractor shall protect the materials from damage. Damaged material shall not be incorporated in the project. CONSTRUCTION DETAILS 1. WALL UNITS A. Wall units shall be made with Ready -Mixed concrete in accordance with ASTM C94, latest revision, and per the following chart: !Climate Air Content 1 28 Day Strength PSI Slump* Negligible 1'/z%-4%% i 3,000 5"+/- 1 1/2" Moderate � 3%-6% --- 0 3,000 5 -. 1 1/_ - 5 ' .-/- ?" ! Severe 4'/z%-7%% 3,000 5"+/- 1 1/2" DIVISION 2 - Page 20 of 67 • • DIVISION 2 - SITE WORK • NOTE: For critical walls, steps, and pavers, use a minimum of 4000 PSI mix designs with • frost -free aggregate. *Higher slumps are allowed if achieved by use of appropriate admixtures. Notwithstanding anything stated above, all material used in the wall units, steps, and pavers must meet applicable ASTM and local requirements for exterior concrete. • B. Exterior block dimensions shall be uniform and consistent. Maximum dimensional deviations shall be 0.50 inch or 2%, whichever is less, excluding the architectural surface. Maximum width (face to back) deviation including the architectural surface shall be 1.0 inch. C. Exposed face shall be finished as specified. Other surfaces to be smooth form type. Dime -size bug holes on the block face may be patched and/or shake -on color stain can be used to blend into the remainder of the block face. 2. LEVELING PAD AND FREE DRAINING BACKFILL • A. Leveling pad placement and leveling shall be well graded recycled concrete aggregate base material (RCA). B. Free Draining Backfill material shall be granular, well draining sand or stone (from on- site sources) and shall be placed to a minimum of 1' width behind the back of the wall and shall extend vertically from the Leveling Pad to an elevation 4" below the top of wall. The Town's subangular stone can be used as the Free Draining Backfill material or porous soil materials yielded by construction activities. • C. Backfill material shall be approved site excavated. soils. D. Non -woven geotextile cloth shall be placed between the Free Draining Backfill and retained soil. 3. DRAINAGE A. The heel drain shall be continuous along the length of the wall and connected into the site stormwater drainage system as shown on the construction plans. • CONSTRUCTION OF WALL SYSTEM 1. EXCAVATION ♦ A. Contractor shall excavate to the lines and grades shown on the construction drawings. 0 DIVISION 2 — Page 21 of 67 DIVISION 2 - SITE WORK 2. FOUNDATION SOIL PREPARATION A. Native foundation soil shall be compacted to 95% of standard proctor or 90% of modified proctor prior to placement of the Leveling Pad material. 3. LEVELING PAD PLACEMENT A. Leveling pad shall be placed as shown on the construction drawings. B. Leveling pad shall be placed on undisturbed native soils or suitable replacements fills. C. Leveling pad shall be compacted to 95% of standard proctor or 90% of modified proctor to ensure a level, hard surface on which to place the first course blocks. Pad shall be constructed to the proper elevation to ensure the final elevation shown on the plans. Well -graded sand may be used to smooth the top '/2 inch on the Leveling Pad (when using gravel pad). D. Leveling pad shall have a 6 inch minimum depth. Pad dimensions shall extend beyond the blocks in all directions to a distance at least equal to the depth of the pad or as designed by engineer. 4. UNIT INSTALLATION A. The first course of wall units shall be placed on the prepared leveling pad with the aesthetic surface facing out and the front edges tight together. All units shall be checked for level and alignment as they are placed. B. Ensure that units are in full contact with Leveling Pad. Proper care shall be taken to develop straight lines and smooth curves on base course as per wall layout. C. The backfill in front and back of entire base row shall be placed and compacted to firmly lock them in place. Check all units again for level and alignment. All excess material shall be swept from top of units. D. Install next course of wall units on top of base row. Position blocks to he offset from seams of blocks below. Blocks shall be placed fully forward so knob and groove are engaged. Check each block for proper alignment and level. Backfill to 12 inch width behind block with subangular stone backfill. Spread 'backfin in uniform lifts not exceeding 8 inches. Employ methods using lightweight compaction equipment that will not disrupt the stability or batter of the wall. Hand -operated plate compaction equipment shall be used around the block and within 3 feet of the wall to achieve consolidation. Compact backfill to 95% of standard proctor (ASTM D 698, AASHTO T-99) density within 2% of its optimum moisture content. DIVISION 2 -- Page 22 of 67 ! 0 DIVISION 2 - SITE WORK 0 E. Install each subsequent course in like manner. Repeat procedure to the extent of wall height. F. Allowable construction tolerance at the wall face is 2 degrees vertically and I inch in 10 feet horizontally. END OF SECTION 02371— PRECAST CONCRETE RETAINING WALL BLOCK C ! [: ! 0 DIVISION 2 — Page 23 of 67 DIVISION 2 - SITE WORK SECTION 02373 - ANGULAR RIP -RAP STONE DESCRIPTION Under this Item, the Contractor shall supply all labor, materials, equipment and incidentals necessary to furnish and place rip -rap at the locations and as indicated on the Contract Drawings. SUBMITTAL The Contractor shall provide the Engineer, for approval, a 5 -gallon bucket filled with the proposed rip -rap prior to delivery to the site. MATERIALS A. Rip -rap shall consist of hard, durable, non -calcareous, angular field or quarry stone in the form of right rectangular prisms. B. The d50 size of the rip -rap shall be as indicated on the Contract Drawings. CONSTRUCTION DETAILS The rip -rap shall be placed on top of an 8 ounce/square yard geotextile filter fabric and in a manner which will not damage the filter fabric. No rip -rap shall be dropped from a height greater than 12 inches above the geotextile filter fabric. Rip -rap may be placed in location by equipment; however, care shall be taken in placing to obtain a good gradation of materials and a level surface. END OF SECTION 02373 - ANGULAR RIP -RAP STONE DIVISION 2 -- Page 24 of 67 0 • DIVISION 2 - SITE WORK SECTION 02456 — WHEEL STOPS # WORK INCLUDED A. Furnish and installation of all specified equipment and materials in strict accordance with the approved manufacturer's printed directions utilizing the proper anchorage and attachments as designated by the manufacturer at the locations shown on the Drawings. • B. Location of the various accessories not indicated on the Drawings shall be placed at the direction of the Engineers in the field. MATERIAL r, Precast concrete Car Bumper as manufactured by Suffolk Cement Products, Inc., 727-2317 or by an approved equal: INSTALLATION Wheel stops shall be installed in accordance with the plans and specifications (anchor pins), manufacturer's recommendations, and as directed by the Engineer. • END OF SECTION 02456 — WHEEL STOPS • • • 0 DIVISION 2 — Page 25 of 67 DIVISION 2 - SITE WORK SECTION 02512 - PVC WATER PIPE AND FITTINGS DESCRIPTION Furnish and installation of all specified plastic water pipe and fittings required for approved installation of the water distribution system as indicated on the Contract Drawings SUBMITTALS Product Data: Manufacturer's specifications with detailed information regarding dimensions, pressure rating, fittings and installation instructions. Manufacturer's data must indicate compliance with the standards specified herein. MATERIALS A. PVC Water Main —The PVC water main piping shall be Blue BruteTM AWWA C900 PVC pressure pipe as manufactured by IPEX, Inc., www.ipeexinc.com or approved equal. All PVC pipe shall bear the approval seal of the National Sanitation Foundation (NSF) that will remain legible during normal handling, storage, and installation. PIPE COLOR SHALL BE BLUE FOR POTABLE WATER MAINS. B. PVC Molded Fittings — The molded water main fittings shall be Blue BruteTM AWWA C907 injection molded fittings as manufactured by IPEX, Inc., www.ipexine.com or approved equal. All PVC pipe fittings shall bear the approval seal of the National Sanitation Foundation (NSF) for potable water pipe. C. VALVES- All valves shall be the manufacturer's standard design for the service intended and shall bear the maker's name and pressure rating cast on the body, also the valve type, size, flow direction arrow, if applicable. Valves shall open left (counter clockwise) with an arrow cast in the metal of operating hand wheels or nuts indicating the direction of opening. D. Gate Valves- Underground gate valves shall be of the resilient seat type meeting the requirements of AWWA C500/C509. These valves shall have non -rising stems, shall be furnished with 2 -inch square AWWA operating nuts, and shall open when the nut is turned counterclockwise. Valves shalll have mechanical joint ends and shall be furnished complete with joint accessories. Exposed or aboveground gate valves shall be outside screw and yoke (OS&I) flanged joint type. Valves shall be Ken -Seal as manufactured by Kennedy; Metroseal by U.S. Pipe; or approved equal. See Exhibit W- E. Tapping Valves- Tapping valves shall be mechanical joint outlet, non -rising, stem, resilient seat gate valves meeting the applicable requirements of AWWA C509. Tapping valves shall be specifically designed for pressure tapping with sufficient seat opening to allow Rill diameter taps to be made. Tapping valves shall be manufactured with an integral tapping flange having a raised lip design. DIVISION 2 — Page 26 of 67 0 0 DIVISION 2 - SITE WORK• F. Tapping Sleeves- Tapping sleeves for size -on -size connections shall be mechanical joint split cast iron units and rated for 150 psi working pressure in accordance with AWWA C110. For less than size -on -size connections, tapping sleeves shall be fabricated steel units with a fusion -bonded epoxy coating and shall be pressure rated as above. The contractor shall determine the outside diameter of the existing main before ordering the sleeve. Tapping sleeves shall have an outlet flange per ANSI B16.1, 125 lb. standard. • G. Service Saddles- Service saddles shall have a ductile iron body, be equipped with double tie straps, and be suitable for either wet or dry installation. The sealing gasket shall be the O-ring type suitable for the applicable service. Outlet flange shall be ANSI B16.1, 125 lbs. standard. Tie straps and bolts shall be a corrosion resistant alloy steel. Service saddles shall be Type 313 or 323 as manufactured by Rockwell, or approved equal. H. Valve Box- Valve boxes for all valves installed below ground shall be cast iron. They shall be adjustable to fit the depth of earth cover over the valve and shall be designed • so as to prevent the transmission of surface loads directly to the valve or piping. Valve boxes shall have a minimum interior diameter of 5 inches. Valve box extension shall be installed to reserve a minimum of 50% of the adjustment for a future extension. The operating nut should not exceed 36 inches below finished grade. However, if conditions require that the operating nut exceeds 36 inches, then an extension, • mechanically attached to the valve, shall be added, and the top of the extension shall not exceed IS inches below finished grade. The cover of the valve box shall be marked "Water" and shall be securely installed as to prevent tipping or rattling. C: INSTALLATION A. Install pipe as indicated on the Drawings. B. Pipe in Trenches: • 1. Keep trenches free from water. 2. Grade and shape trench bottom to insure a firm uniform bearing for the entire trench length. Provide a minimum cover of 4'-6" to finished grade unless otherwise shown on the drawings. 3. Cut pipe as recommended by the manufacturer. • 4. Lay pipe on a continuously rising grade from low points to high points at service lines, air release valves or hydrants. 5. At each joint, dig a bell hole sufficiently wide and deep to allow the pipe barrel to bear uniformly on the trench bottom. 6. Construct concrete thrust blocks behind bends, tees, caps and plugs. Minimum • block size shall be 2 cubic feet in volume and cast concrete against undisturbed earth. 0 DIVISION 2 — Page 27 of 67 DIVISION 2 - SITE WORK PROTECTING PIPE A. During the progress of the Work keep pipe clean from all sediment, debris, and other foreign material. B. Close all open ends of pipes and fittings securely with removable plugs at end of Work day, during storms, when the Work is left at any time, and at such times as the Director's Representative may direct. C. All water piping shall have a suitable electronic locator tape (metallic) buried over the water main approximately one foot below grade. The tape shall be continuous between valves and secured to each valve. The tape shall be at Least 4.5 mils thick, 2 -inch minimum width and made with an aluminum material sandwiched between 2 layers of polyethylene. It shall have imprinted in permanent black' ink with 1- inch letters "CAUTION WATER MAIN BURIED BELOW" on blue background. END OF SECTION 02512 - PVC WATER PIPE AND FITTINGS DIVISION 2 — Page 28 of 67 R • DIVISION 2 - SITE WORK• SECTION 02513 - COPPER TUBING AND FITTINGS (UNDERGROUND) • GENERAL Furnish and installation of all specified copper water tubing and fittings required for approved installation of the water distribution system as indicated on the Contract Drawings • MATERIAL 0 A. Tubing: ASTM B 88, Type K soft temper unless otherwise noted on the drawings. B. Fittings: Cast Bronze, Flared Type: ANSFASME B16.26. INSTALLATION A. Laying Tubing: 1. Minimum Depth: 4'-6" (unless otherwise indicated on drawings) measured from finish or existing grade, whichever is lower. 2. Install valves and fittings where indicated. Lay tubing on a continuous slope to a high point where air can be released. ' B. Flaring and Assembling Tubing: 1. Cut tube ends square. 2. Remove all burrs and metal chips. 3. Slip coupling nut on tubing. 4. Flare tubing ends, use impact or mechanical type flaring tools in accordance with manufacturers' recommendations. 5. Assemble tubing fittings and tighten coupling nuts with two wrenches, one on the nut and one on the fitting. C. Protecting Tubing: Securely close all open ends of tubing and fittings with removable • plugs whenever directed by the Director's Representative. D. Testing: I. Before the tubing, valves or other appurtenances are covered, test to 150 pounds hydrostatic pressure. Protect tubing from movement during test. 2. Remove all defective tubing, valves, and fittings. Replace with sound items and make all leaky joints tight. Repeat the test after the repairs are made until no leaks develop when the line is subjected to the required pressure for a period of 30 minutes. 3. All tests shall be made in such manner as the Director's Representative shall direct and in his presence. END OF SECTION 02513 - COPPER TUBING AND FITTINGS (UNDERGROUND) DIVISION 2 — Page 29 of 67 DIVISION 2 - SITE WORK SECTION 02514 - HIGH DENSITY POLYETHYLENE PIPE DESCRIPTION Under this item, the Contractor shall furnish and install 1" diameter high density polyethylene pipe in accordance with the plans and specifications and/or as directed by the Engineer. MATERIALS A. The high density polyethylene pipe shall be SDR -9 with an inside diameter of F and meet ASTM D2737 minimum requirements. The pipe shall be able to with stand all operating pressure of 200 psi at 73T. B. All splices and connections shall be brass mechanical type of proper size and required inserts for water tight fit.. CONSTRUCTION DETAILS A. All excavation and backfill shall be in accordance with Section 206. Trench and Culvert Excavation of the NYSDOT Standard Specifications of January 2, 1995 as amended. Material to be used as backfill shall be clean, granular material as approved by the Engineer. The cost of excavation and backfill shall be included in this item. B. The proposed HDPE water line shall be installed to a depth of 54" below finished grade and routed as indicated on the plans. C. Piping may be backfilled with suitable excavated material and thoroughly compacted. The Engineer reserves the right to reject backfill material if in his opinion contains deleterious material. The Engineer shall determine if the compaction effort is sufficient to complete the installation. D. In instances where the HDPE water line passes through foundation walls, slabs or other hard structures, the HDPE pipe shall be inserted through a 2" diameter PVC sleeve. The PVC sleeve shall extend a minimum of 1" past the structure surface. END OF SECTION 02514 - HIGH DENSITY POLYETHYLENE PIPE DIVISION 2 — Page 30 oP67 • • • DIVISION 2 - SITE WORK • SECTION 02517 - WATER MAIN BLOW OFF HYDRANT Under this item, the Contractor shall furnish and install blow -off hydrants in accordance with the plans and specifications and/or as directed by the Engineer. • MATERIALS is A. The blow -off shall be non-freezing and self draining as manufactured by Kupferle foundry Co. of St Louis, MO., model #7500 — 4" Mainguard Blow -off or approved equal. B. Blow -off shall be furnished with a 4" MJ inlet, a non-tuming operating rod and open to the left. C. All working parts shall be of bronze to bronze design and be serviceable from above • grade with no digging. D. Blow -off shall operate with a standard 2" gate valve wrench. E. When open, the valve shall be 100% unobstructed and drain hole shall be covered. • F. Outlet shall be 4" FIP with plug and extend a minimum of 12" above final grade. G. All connections shall be water tight fit. CONSTRUCTION DETAILS • • A. All excavation and backfill shall be in accordance with Section 206, Trench and Culvert Excavation of the NYSDOT Standard Specifications of January 2, 1995 as amended. Material to be used as backfill shall be clean, granular material as approved by the Engineer. The cost of excavation and backfill shall be included in this item. B. The proposed blow -offs shall be installed to a depth of 54" below finished grade and routed as indicated on the plans. C. Blow -off shall be backfilled with suitable excavated material and thoroughly compacted. • The Engineer reserves the right to reject backfill material if in his opinion contains deleterious material. The Engine.,. shall determine :fthe compaction effort is sufficient in complete the installation. D. Blow -off shall be installed in accordance with SCDHS and manufactures • requirements. The Contractor shall install the proper thrust blocking required. END OF SECTION 02517 - WATER MAIN BLOW OFF HYDRANT DIVISION 2 — Page 30a of 67 • • 0 DIVISION 2 - SITE WORK • SECTION 02540 - SEPTIC SYSTEMS • WORK INCLUDED • A. The Contractor shall be responsible to furnish and install a complete sanitary system including all extension and connection work as specified herein, indicated on the contract drawings and / or directed by the engineer. B. The entire installation shall be performed in accordance with the standards and requirements of the Suffolk County Department of Health Services (S.C.D.H.S.) and all necessary installation approvals shall be obtained by the Contractor prior to final acceptance. • C. See Division 15 and 16 for detailed specifications of work under other trades. SEWAGE DISPOSAL SYSTEMS A. Sewage disposal systems shall be installed as indicated on the contract drawings and shall • meet the requirements of the S.C.D.H.S. Sewage disposal systems shall be connected to the waste lines to be installed by the Plumbing Contractor. The waste line shall extend approximately 5'-0" out from the foundation line and be cast iron or PVC pipe. B. Materials for the sewage disposal system not specifically specified under this section shall • conform to the material specifications in other sections of the specifications as indicated on the contract drawings. C. Pre -cast concrete items shall be as manufactured by Carlson Precast Inc., Picone Brothers, Carbro Industries, Inc., or approved equal, and shall be designed to meet the standard • specifications of the S.C.D.H.S. D. Septic tank shall be as indicated on the contract drawings, complete with precast concrete pad, pre -cast concrete sections, cast iron manholes, frames and covers set flush with finished grade. • E. Each sanitary leaching pool shall be installed as indicated on the contract drawings. • F. Suitable backfill material shall conform to the specifications of the SCDHS. PIPING AND FITTINGS All piping shall be Schedule 80 PVC. INSTALLATION AND TESTING • A. The sewage disposal system shall be installed by a firm with the prior experience to perform the scope of work. 0 DIVISION 2 — Page 31 of 67 DIVISION 2 - SITE WORK B. During the progress of the work and prior to completion, the installation shall be inspected by the proper authorities, tested and left in perfect condition, neat and orderly. C. Before backfilling, the Contractor shall obtain the required approvals from the S.C.D.H.S. and notify the Engineer upon receipt of the approval. D. The Contractor shall be required to excavate to acceptable leaching soils as determined by the S.C.D.H.S. In the event that a sufficient quantity of suitable leaching material is not available from the excavation operation, the Engineer will direct the Contractor to import Clean Granular Fill. END OF SECTION 02540 - SEPTIC SYSTEMS DIVISION 2—Page 32 of 67 0 • DIVISION 2 - SITE WORK • SECTION 02577 — PAVEMENT STRIPING 0 QUALITY ASSURANCE i A. Regulatory Requirements: Chapter III of Title 6 of the official compilation of Codes, Rules and Regulations of the State of New York (Title 6 NYCRR), Part 205 Architectural Surface Coatings. B. Certification: Affidavit by the paint applicator, certifying that the materials comply with the current regulatory requirements in effect at the time products were delivered and applied. • PROJECT CONDITIONS A. Perform the painting operations after working hours, on weekends or at such time so as not to interfere with the flow of traffic. Provide temporary barriers to prevent vehicles from driving over newly painted areas. • B. Apply paint on dry pavement surface, when the air temperature is above 40 degrees F. MATERIALS • Paint: DOT Section 640-2, yellow, blue or white as indicated or if not indicated as directed. PREPARATION A. Remove dust, dirt, and other foreign material detrimental to paint adhesion. B. Mark layout of stripes and lines with chalk or paint. APPLYING PAVEMENT MARKING Apply paint in accordance with DOT Section 640-3.02. W •, END OF SECTION 02577 — PAVEMENT STRIPING DIVISION 2 — Page 33 of 67 DIVISION 2 - SITE WORK SECTION 02595 - GEOTEXTILE FILTER FABRICS 8oz. DESCRIPTION The Contractor will be responsible for fumishing and installing the geotextile filter fabric into the various components indicated on the Contract Drawings. The Contractor shall provide all labor, materials, equipment and incidentals necessary to install the Geotextile Filter Fabric as specified, shown on the Contract Drawings, and as directed by the Engineer. The Contractor shall be prepared to install geotextile filter fabric in conjunction with the site drainage system. SUBMITTALS A. The Contractor shall furnish certificates from the company manufacturing the geotextile attesting that the geotextile meets the chemical, physical, and manufacturing requirements specified. B. The Contractor shall furnish the manufacturer's quality control certificates, for rolls delivered to the site, which shall include: 1. Roll numbers and identification 2. Sampling procedures 3. Certified results from manufacturer quality control tests verifying each minimum average role property specified MATERIALS A. Geotextile - 8oz. shall be a needle punched non -woven polypropylene fabric and be "Geotex 861" manufactured by SI Geosolutions (423-899-0444), www.fixsoil.com or approved equal. The 2eotextile-8 oz. shall demonstrate the following properties: PROPERTY TEST METHOD MIN.AVE. ROLL VALUE Grab Tensile Strength ASTM D4632 220 lbs (min) Puncture Strength ASTM D4833 135 lbs (min) Mullen Burst ASTM D3786 420 psi (min) Trapezoidal Tear ASTM D4533 95 lbs (min) Apparent Opening Size ASTM D4751 ASTM D4491 �I 80 US Std Sieve (max) Permittivity 1.50 sec -7 (min) Permeability - — ASTM D4491 0.3_8 cm/sec (min) Water Flow Rate Mass Per Unit Area ASTM D4491 ASTM D5261 J 110 gpm/sf (min)_ 8.0 oz/sy (min) —� UV Resistance (%retain.500hr) AM ST64355 -- 70% (min) -- - DIVISION 2 —Page 34 of 67 • 0 DIVISION 2 - SITE WORK • CONSTRUCTION DETAILS • A. Fabric will be rejected, by the Engineer, if it is found to have defects, rips, holes, flaws, deterioration or other damage. B. The subgrade shall be cleared of sharp objects, boulders, stumps or any materials that may contribute to fabric punctures, shearing, rupturing or tearing. The subgrade shall be • inspected for unstable areas or soft spots, before the fabric is placed and additional fill shall be placed and compacted to eliminate those unstable areas. C. The fabric shall be placed in the manner and at the locat ons as indicated on the Contract Drawings. Fabric placed on slopes shall be placed so that the upper strip of fabric • overlaps the next lower strip by eighteen (18) inches. Fabric shall be laid smooth and free of tension, stress, folds, wrinkles or creases. D. If geotextile should be damaged during any step of installation, a piece of geotextile material shall be cut and placed over the damaged area and overlap the undamaged • material a minimum of 3 feet in each direction. E. After unwrapping the geotextile from its opaque cover, the geotextile shall not be left exposed for a period in excess of 30 days. • F. Soil shall be spread in the direction of geotextile overlap. END OF SECTION 02595 - GEOTEXTILE FILTER FABRICS • • • • DIVISION 2 — Page 35 of 67 DIVISION 2 - SITE WORK SECTION 02621— 6" PERFORATED DRAIN PIPE SUBMITTALS Product Data: Manufacturer's specifications including dimensions, strength, and installation instructions for each type of pipe and respective fittings. QUALITY ASSURANCE Each length of pipe and each fitting shall be marked in accordance with the applicable ASTM Designation. , DRAINAGE PIPE AND FITTINGS PVC Pipe 6 -inch Diameter Perforated and Fittings for Underdrains and Discharge Lines: 1. Pipe Classification: ASTM D 2729. 2. Material Classification: ASTM D 1784. 3. Property Description: Cell Class 1245413, 12454C, or 133430. 4. Pipe Size: 6 inches diameter unless otherwise indicated. 5. Perforation Size: 1/2 inch diameter on 3 inch centers, 3 rows. 6. Joints: Solvent cement or elastomeric gasket. 7. Acceptable Manufacturer: National Pipe Co., 3421 Vestal Road. Vestal, NY 13850,(607)729-9381. INSPECTION Inspect all pipe and fittings before laying in trench. Remove defective pipe and fittings from the Site. BASIC REQUIREMENTS Plastic Pipe: I. Install pipe in accordance with the manufacturer's recommendations and as specified in ASTM D 2321. 2. No. 2 course aggregate shall be used for bedding and backfill to the depth shown on the drawings for perforated pipe. 3. Cushion material shall be used for bedding and backfill to the depth shown on the drawings for non -perforated pipe. DIVISION 2 — Page 36 of 67 • • DIVISION 2 - SITE WORK • INSTALLATION A. Lay pipe to indicated line and grade with firm uniform bearing throughout its length. 1. Lay pipe with a uniform pitch between high and low points. 2. Position bells upstream. 3. Provide sufficient clearance at each bell or coupling to allow uniform bearing along the pipe barrel. Fill excess excavation with bedding • material and tamp. B. Joints: 1. Wipe inside of sockets and outside of pipe to be jointed, clean and dry. 2. Assemble elastomeric-gasket joints in accordance with the pipe • manufacturer's recommendations and ASTM D 3212. 3. Assemble solvent -cement joints in accordance with ASTM D 2855. 4. Assemble other joints in accordance with the pipe manufacturer's recommendations. • C. Bends: Use two 45 degree fittings for each 90 degree turn. END OF SECTION 02621— 6" PERFORATED DRAIN PIPE • n • 0 DIVISION 2 — Page 37 of 67 DIVISION 2 - SITE WORK SECTION 02623 - POLY -VINYL CHLORIDE (PVC) PIPE DESCRIPTION Under this item the Contractor shall furnish and install Schedule 80 PVC pipe in conformance with the plans, these specifications and orders of the Engineer. MATERIAL PVC pipe and fittings shall be polyvinyl chloride (PVC) manufactured from a PVC compound meeting the requirements of Type 1, Grade 1 PVC in accordance with ASTM D1784, D1785, and D2241. The PVC pipe shall be gray, or white in color and shall be equal to Schedule 80 in wall thickness, unless otherwise indicated on the Drawings. A. Pipe: The pipe shall be bell end or plain end. Pipe shall be in accordance with ASTM 1)1785. B. Pittings: Pipe fittings shall be in accordance with ASTM D2466. C. Solvent Cement: PVC solvent cement shall be in accordance with ASTM D2564. Pipe shall be clearly marked with type, class and thickness as applicable. Lettering shall be legible and permanent under normal conditions of handling and storage. All pipe and duct placed shall be in good condition with no splits, cracks or other physical irregularities. Pipe and duct size shall be as indicated on the Drawings. ROUTING The routing of conduit as shown on the plans is schematic but no major change in alignment will be allowed unless approved by the Engineer. In all cases where obstructions are met, the judgment of the Engineer shall govern the passage of such obstacles. INSTALLATION Plastic pipe shall be shaded from sunlight as required to prevent curvature and deterioration due to thermal expansion and exposure to sunlight. Pipe shall be placed in the center of the bottom of the trench with the entire length of the pipe bearing on the trench bottom. The trench bottom shall be regraded if the pipe does not have full bearing. Depressions for joints shall be dug after the trench bottom has been graded, and shall be only of the length, depth and width required for marking the particular type joint After final placement, pipe shall rest on the bottom of the trench in a straight line under slight tension. A check shall be made that proper depth is obtained and the pipe is in a straight line and under tension during backfilling. DIVISION 2 — Page 38 of 67 • • DIVISION 2 - SITE WORK • In cases where the pipe or ducts pass above or below an underground obstruction, such as a utility line, a minimum clearance of 6 -inches shall be maintained between the concrete and the • utility. A minimum of 12 -inches of clearance shall be maintained between the concrete encasement and a paralleling utility. No utility shall be contained within the concrete encasement. Pipe jointing shall be completed as the pipe is installed. All joints shall be made secure and • capable of allowing compressed air to be used for installing a pull line. Field pipe bends shall have a maximum bend of 22 degrees unless otherwise accepted by the Engineer. Where a bend is less than the allowable field bend is indicated on the drawings, factory bends shall be used unless otherwise accepted by the Engineer. • Where directional changes are required, the pipe shall be bent in smooth, uniform bends. The Contractor shall provide equipment to bend pipe when the radius of bends is less than the radius of allowable material design stress. Bends shall be made with approved pipe bending tools and pipe manufacturer's approved methods of procedure. • END OF SECTION 02623 - POLY -VINYL CHLORIDE (PVC) PIPE • • • • DIVISION 2 — Page 39 of 67 DIVISION 2 - SITE WORK SECTION 02624 - CORRUGATED POLYETHYLENE PIPE (SMOOTH INTERIOR) DESCRIPTION Under this item, the Contractor shall furnish and install corrugated polyethylene pipe (smooth interior) in accordance with the plans and specifications and/or as directed by the Engineer. MATERIALS The corrugated polyethylene pipe (smooth interior) shall meet AASHTO M294 minimum requirements. The pipe shall be as manufactured by Hancor, Inc., Type Hancor Hi -Q, or as manufactured by Advanced Drainage Systems, Inc., Type ADS N-12, or an approved equal. The Contractor shall submit shop drawings to the Engineer for approval prior to order or installing pipe. CONSTRUCTION DETAILS All excavation and backfill shall be in accordance with Section 206, Trench and Culvert. Excavation of the NYSDOT Standard Specifications of January 2, 1995 as amended. Material to be used as backfill shall be clean, granular material as approved by the Engineer. The cost of excavation and backfill shall be included in this item. Pipes are to be installed to the lines and depths as indicated on the plans. Pipes may be backfilled with suitable excavated material and thoroughly compacted. The Engineer reserves the right to reject backfill material if in his opinion contains deleterious material. The Engineer shall determine if the compaction effort is sufficient to complete the installation. END OF SECTION 02624 - CORRUGATED POLYETHYLENE PIPE (SMOOTH INTERIOR) DIVISION 2 -- Page 40 of 67 • DIVISION 2 -SITE WORK SECTION 02630 — STORM DRAINAGE • WORK INCLUDED The work shall include furnishing all labor, material, equipment, and incidentals necessary to install pre -cast concrete drainage structures, pipes, culverts, frames and grates, frames and covers, suitable- granular porous leaching material (soil), and all other necessary operations to • construct the stormwater drainage system in accordance with the plans, specifications and/or as directed by the Engineer. SHOP DRAWINGS • Submit complete and accurate shop drawings, catalog cuts, details for the Engineer's approval. No installation shall be made prior to approval of the Engineer. MATERIALS • A. Curb Inlet Structure — Curb inlet structures shall consist of precast concrete floor and wall structure and a traffic bearing top slab with rectangular opening as indicated on the plan. The curb inlet structure and traffic bearing slab shall be as manufactured by Suffolk Precast Inc., Calverton, NY or an approved equal. • B. Leachine Pools — Leaching pools shall consist of leaching rings and a solid wall dome. The diameter and depth of the leaching pools shall be as indicated on the plans. The leaching rings and solid wall dome shall be as manufactured by Suffolk Precast Inc., Calverton, NY or an approved equal. C. Frames and Grates (curb castings) — The frame and grate shall be heavy-duty type fame • and oval hole grate as manufactured by Campbell Foundry Company or an approved equal. Frames and grates shall receive two (2) coats of asphaltic paint prior to installation. D. Frames and Grates (circular prate) — The frame and grate shall be heavy-duty type frame • and grate as manufactured by Campbell Foundry Company or an approved equal. Frames and grates shall receive two (2) coats of asphaltic paint prior to installation. E. Frames and Covers (circular solid cover) — The frame and solid cover shall be heavy- duty type frame and cover as manufactured by Campbell Foundry Company or an • approved equal. Frames and covers shall receive two (2) coats of asphaltic paint prior to installation. F. Solid Covers (precast concrete) — The solid cover shall be precast concrete be as manufactured by Suffolk Precast Inc., Calverton, NY or an approved equal. •; 0 DIVISION 2 — Page 41 of 67 DIVISION 2 - SITE WORK G. Trench Drain - The trench drains shall be constructed of reinforced precast concrete 16" high and 6' long sections. Each six-foot increment shall be furnished with two three-foot sections of hot -dipped galvanized, fabricated steel gratings. The composite unit shall be able to sustain AASHTO H-20 loading. Concrete shall be Portland Cement concrete with a minimum 28 -day strength of 4,000 psi. The trench drain shall be ZipperDrain° as manufactured by Long Island Precast, Inc. . 20 Stiriz Road Brookhaven, New York,(631) 286-0240 or approved equal. H. Cormizated Polyethylene Pipe (smooth interior) -- The corrugated polyethylene pipe (smooth interior) shall be in accordance with Section 026424. INSTALLATION A. The Contractor shall excavate for the installation of the structures and pipes at the locations and to the limits as shown on the contract drawings. B. The outside area of the leaching structures shall be backfilled with clean granular porous material as specified. C. Pipes are to be installed to the lines and grades as indicated on the plans. D. Pipes may be backfilled with suitable excavated material and thoroughly compacted. The Engineer reserves the right to reject backfill material if in his opinion contains deleterious material. The Engineer shall determine if the compaction effort is sufficient to complete the installation. E. Frames and grates/covers shall be installed to the grades as indicated on the plans. F. Frames and grates/covers shall be well mortared in place. END OF SECTION 02630 — STORM DRAINAGE DIVISION 2 — Page 42 of 67 • • DIVISION 2 - SITE WORK SECTION 02722 — PAVEMENT SUBBASE PREPARATION 0 WORK INCLUDED The work shall include stripping and removing unsuitable materials, performing cut and fill operations, adjusting existing castings to proposed grade and fine grading the surface to construct a subbase for the proposed walkway, roadway and parking fields in accordance with 40 the plans, specifications and/or as directed by the Engineer. CONSTRUCTION DETAILS A. In the area that will receive pavement, the Contractor shall strip, remove and dispose of, • all asphalt, concrete and unsuitable material containing organic matter, such as muck, peat, organic silt, topsoil or grass, that is not satisfactory for use for pavement construction. Upon completion of the removal of the unsuitable materials to the satisfaction of the Engineer, the Contractor shall grade the area by cutting and filling as required. Any excess suitable excavated material shall be used for various backfilling operations. No additional payment will be made for re -handling of this material. In the event that during subbase preparation operations additional fill is required to stabilize the subbase and/or to achieve the specified grade, the Engineer will direct the Contractor to import Clean Granular Fill. B. After the cutting and filling operation is completed, the Contractor shall fine grade and properly compact the subbase. The subbase shall be compacted using a minimum 10 -ton roller. The subbase shall be compacted to 90% of maximum density within 3 percent of optimum moisture content in accordance with ASTM[ D 1557 Modified Proctor,. C. The Engineer will be sole judge in determining if the subbase is acceptable for placement of the subsequent courses. The Contractor shall not continue until he has received approval by the Engineer. D. Existing castings (drainage & sanitary) shall be adjusted to the proposed grades with concrete bricks and mortar. 0 END OF SECTION 02722 — PAVEMENT SUBBASE PREPARATION • 41 DIVISION 2 — Page 43 of 67 DIVISION 2 - SITE WORK SECTION 02723 — RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE BASE COURSE WORK INCLUDED This work includes furnishing and installing a Recycled Portland Concrete Cement Aggregate (RCA) base course over an approved subgrade to the depth, lines and grades where shown on the plans and/or as directed by the Engineer. MATERIALS A. The Recycled Portland Cement Aggregate (RCA) material shall conform to the provisions of Item 17304.1011 — Subbase Course, Type 1011, Material A, Recycled Portland Cement Concrete of the New York State Department of Transportation of January 2. 1995. B. The Contractor shall perform and submit laboratory analysis to verify conformance of this material. Test results shall be submitted to the Engineer prior to acceptance of this material. The cost for all laboratory testing of the material shall be borne by the Contractor. CONSTRUCTION DETAILS Upon approval of the compacted soil subbase by the Engineer, the Contractor shall furnish, place and compact the recycled concrete aggregate to the specified lines and grades. Tolerance of the compacted RCA base course shall be plus/minus % inch. END OF SECTION 02723 — RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE BASE COURSE DIVISION 2 — Page 44 of 67 0 0 DIVISION 2 - SITE WORK • • SECTION 02740 — ASPHALTIC CONCRETE PAVEMENT WORK INCLUDED A. This work includes furnishing all labor, materials, equipment, and incidentals necessary to construct new asphaltic concrete pavement for the proposed roads and parking fields in accordance with the plans and specifications and as directed by the Engineer. B. The construction of the asphaltic concrete pavement shall meet the requirements of sections 401, 403, and 407 of the New York State Department of Transportation Standard Specifications of January 2, 1995 as amended except as modified herein • REFERENCE STANDARDS In addition to complying with all pertinent codes, regulations, and specifications comply with the referenced or applicable portions of the New York State Department of Transportation Standard Specifications of January 2, 1995. • MATERIALS A. Tack Coat — The bituminous tack coat shall meet all requirements the New York State Department of Transportation Standard Specifications of January 2, 1995 for Item 407.01 • Tack Coat. B. Asphalt Concrete -Type 3 Binder Course — The asphalt concrete binder course shall meet all requirements the New York State Department of Transportation Standard Specifications of January 2, 1995 for Item 403.13 Asphalt Concrete -Type 3 Binder Course. • C. Asphalt Concrete -Type 6F Top Course — The asphalt concrete top course shall meet all requirements the New York State Department of Transportation Standard Specifications of January 2, 1995 for Item 407.17 Asphalt Concrete -Type 6F Top Course (High Friction) Marshall Design. • INSTALLATION A. All Construction Details requirements of the New York State Department of Transportation Standard Specifications of January 2, 1995 shall apply except as herein •) modified. B. No asphalt concrete courses shall be place prior to Engineer's acceptance of the base course. C. Tack coat shall be applied to curb faces abutting proposed asphalt concrete pavement immediately prior to placement of the new pavement. 40 DIVISION 2 — Page 45 of 67 DIVISION 2 - SITE WORK D. Existing asphalt placement to be resurfaced shall be machine swept by the Contractor prior to the placement of the new pavement. It shall be the Contractor's responsibility to insure that the pavement is thoroughly clean, free of all mud, dust and other loose material, and to the satisfaction of the Engineer, immediately prior to the application of the bituminous mixture. All loose material shall be removed with power operated sweepers and/or hand brooms as may be required and trucked from the construction site to the disposal areas approved by the Engineer. Immediately prior to asphalt resurfacing the Contractor shall apply a tack coat over the existing asphalt pavement. E. The asphalt concrete courses shall each be laid down in one lift, to the compacted depth, as shown on the plans. END OF SECTION 02740 — ASPHALTIC CONCRETE PAVEMENT DIVISION 2 — Page 40 of 67 • DIVISION 2 - SITE WORK • SECTION 02772 —CONCRETE CURB • WORK INCLUDED A. Under this Item, the Contractor shall construct a conventionally formed concrete curb in accordance with the Details, Specifications and/or as directed by the Engineer. • B. The construction of the concrete curbs shall meet the requirements of the Town of Southold Highway Department Specifications and New York State Department of Transportation Standard Specifications of January 2, 1995, as amended for Item 609.04 Conventionally Formed or Machine Formed Concrete Curb except as herein modified. • MATERIALS A. The materials shall meet the requirements of the following subsections of Section 700 - Material: Portland Cement 701-01 • Fine Aggregates 703-01 Coarse Aggregates 703-02 Premolded Bituminous Joint Filler 705-07 Wire Fabric For Concrete Reinforcement 709-02 Polyethylene Curing Covers 711-04 • Water 712-01 B. The material requirements and composition shall comply with the Specifications for Class "A" concrete in Section 501-2 under "Portland Cement Concrete - General". Concrete shall be proportioned in accordance with the aggregate weights specified for •. Class "A" concrete in Table 501-3, Concrete Proportions. • C. The concrete cement shall have a minimum compressive strength of 3500 psi at 28 days. CONSTRUCTION DETAILS A. The curb shall be conventionally formed to the size and shape shown on the Details or as directed by the Engineer. B. Curbs shall not be poured monolithically with the sidewalk unless otherwise directed by the • Engineer. C. Casting Segments - Curb shall be cast in segments having a uniform length of approximately 20 feet. Segments shall be separated by contraction scoring. Contraction scoring shall be 1/4" wide x 1" deep - "V" shaped. • D. Expansion Joints - Expansion joints 3/4 inch in width shall be formed with "Premolded Bituminous Joint Filler", Section 705-07 placed at twenty (20) foot intervals as shown on the 0 DIVISION 2 — Page 47 of 67 DIVISION 2 - SITE WORK Plans and specified by the Engineer. The filler material shall be cut 1%4" below top of the curb. E. Forms - Forms shall be steel or wood, straight, free from warp, and of such construction that there will be no interference to inspection for grade or alignment. All forms shall extend for the full curb depth and shall be braced and secured adequately so that no displacement from alignment will occur during placing of concrete. F. Concrete Placing and Vibrating - Concrete shall be placed in the forms in accordance with the applicable requirements of Section 555-3.04 and shall be compacted with an approved, immersion type mechanical vibrator. The vibrator shall be of the size and weight capable of thoroughly vibrating the entire mass without damaging or misaligning the forms and shall be approved by the Engineer. Forms shall be left in place for 24 hours or until the concrete has sufficiently hardened, as determined by the Engineer, so that they can be removed without injury to the curb. Upon removal of the forms, the exposed faces of the curb shall be immediately rubbed to a uniform surface. Rubbing shall be accomplished by competent finishers. No plastering will be permitted. G. Concrete Curing - Curing of the curb shall comply with the requirements of Section 502- 3.10, Curing. Minimum curing periods for the various types of curing materials used shall comply with the requirements of Table 502-2. H. Protection - The Contractor shall keep the curb clean, aligned and protected from damage until final acceptance of the work. Any curb damaged prior to the final acceptance of the work shall be repaired or replaced at the Contractor's expense. END OF SECTION 02772 — CONCRETE CURB D CV N ION 2 — Page 48 of 67 • • DIVISION 2 - SITE WORK • SECTION 02775 — CONCRETE WALKS • WORK INCLUDED A. This work includes all labor, materials, equipment, and incidentals necessary to construct concrete walks to the depth, limits and grades in accordance with the plans, specifications, B. The material requirements and composition shall comply with the Specifications or Class "A" concrete in Section 501-2 under "Portland Cement Concrete General". Concrete shall be proportioned in accordance with the aggregate weights specified for Class "A" • concrete in Table 501-3, Concrete Proportions. • • C 0 C. Concrete shall have a minimum compressive strength of 3500 psi at 28 days. CONSTRUCTION DETAILS A. The general construction details for manufacturing, transporting, and placing concrete shall meet the requirements of Section 501, Portland Cement Concrete - General. Curing of concrete shall meet the requirements of Section 502, Portland Cement Concrete Pavement. B. Handicapped sidewalk ramps shall be constructed at locations determined by the Engineer. C. The concrete shall be placed in one course four inches (4 in depth. D. Wire fabric for concrete reinforcement, Section 709-02, shall be embedded at mid -depth in the slab. DIVISION 2 — Page 49 of 67 and/or as directed by the Engineer. • B. The construction of the concrete sidewalk shall meet the requirements of the Town of Southold Highway Department Code and the New York State Department of Transportation Standard Specifications of January 2, 1995 as amended for Item 608.01 Concrete Sidewalks except as modified herein. • MATERIALS A. Materials shall meet the requirements specified in the following subsections of Section 700 - Materials: • Portland Cement (Type II) Section 701-01 Fine Aggregates Section 703-01 Coarse Aggregates Section 703-02 Premolded Bituminous Joint Filler Section 705-07 Wire Fabric for Concrete Reinforcement Section 709-02 Polyethylene Curbing Covers Section 711-04 • Water Section 712-01 B. The material requirements and composition shall comply with the Specifications or Class "A" concrete in Section 501-2 under "Portland Cement Concrete General". Concrete shall be proportioned in accordance with the aggregate weights specified for Class "A" • concrete in Table 501-3, Concrete Proportions. • • C 0 C. Concrete shall have a minimum compressive strength of 3500 psi at 28 days. CONSTRUCTION DETAILS A. The general construction details for manufacturing, transporting, and placing concrete shall meet the requirements of Section 501, Portland Cement Concrete - General. Curing of concrete shall meet the requirements of Section 502, Portland Cement Concrete Pavement. B. Handicapped sidewalk ramps shall be constructed at locations determined by the Engineer. C. The concrete shall be placed in one course four inches (4 in depth. D. Wire fabric for concrete reinforcement, Section 709-02, shall be embedded at mid -depth in the slab. DIVISION 2 — Page 49 of 67 DIVISION 2 - SITE WORK E. The wire fabric shall consist of No. 6 gauge wire at 6" centers traversely and longitudinally. F. Transverse construction joints shall extend to the full depth of the slab and spaced 20 to 25 feet apart. The edges of such joints shall be finished with an edging tool having a 1!4 - inch radius. G. The concrete surface shall be scored as approved by the Engineer so that the finished walk will be marked in squares. The concrete shall be worked and floated to produce a smooth and uniform surface. H. Premolded bituminous joint filler, Section 705-07 shall be installed at all joints between sidewalk and curb, pavement, building, etc. 1. After the completion of sidewalk work, the contractor shall cover the sidewalk overnight during the first night of curing with a polyethylene cover or an equal to the approval of the Engineer. No sidewalk shall be left uncovered overnight during the first night of curing. J. The contractor at all times provides access to homes and businesses in a manner approved by the Engineer. K. New sidewalk area shall be barricaded using ropes, horses, flagging, etc., in a mariner approved by the Engineer to protect the public during the curing period until the sidewalk is sufficiently cured to allow pedestrian traffic. L. The Contractor shall protect the sidewalk and keep it in first class condition until the completion of the contract. Any portion of the sidewalk, which is damaged or vandalized at any time before the final acceptance of the work, shall be removed and replaced with satisfactory sidewalk at the Contractor's expense. END OF SECTION 02775 — CONCRETE WALKS DIVISION 2 — Page 50 of 67 • • DIVISION 2 - SITE WORK • • • SECTION 02820 — VINYL CHAIN LINK FENCE AND GATES WORK INCLUDED A. This work includes all labor, materials, equipment, and incidentals necessary to furnish and install 9 gauge wire core, black vinyl clad, 2" mesh, 4' and 6' height chain link fencing. SUBMITTALS A. Shop drawings: Layout of fences and gates with dimensions, details, and finishes of components, accessories, and post foundations. B. Product data: Manufacturer's catalog cuts indicating material compliance and specified options. CHAIN LINK FENCE FABRIC • A. PVC coated over galvanized wire: ASTM F 668, Class 2b, 7 mil thermally fused polyvinyl chloride in Black. ASTM A 641, galvanized steel core wire, tensile strength 75,000 psi with 6 gauge core wire. • B. Size: Helically wound and woven to height of as indicated on plans with 2" diamond mesh, 6 gauge core wire with a wire diameter of 0.192" and a break load of 2170 lbs. C. Selvage of fabric shall be knuckled at top and bottom • STEEL FENCE FRAMING A. Steel pipe - Type I: ASTM F 1083, standard weight schedule 40; minimum yield strength of 25,000 psi (170 MPa); sizes as indicated. Hot -dipped galvanized with minimum average 1.8 oz/ft' (550 g/m2) of coated surface area. • B. Steel pipe - Type II: Cold formed and welded steel pipe complying with ASTM F 1043, Group IC, with minimum yield strength of 50,000 psi (344 MPa), sizes as indicated. Protective coating per ASTM F 1043, external coating Type B, zinc with organic overcoat, 0.9 oz/ft' (275 g/m2) minimum zinc coating with chromate conversion coating and verifiable polymer film. Internal coating Type B, minimum • 0.9 oz/ft' (275 g/mz) zinc or Type D, zinc pigmented, 81% nominal coating, minimum 3 mils (0.08 mm) thick. C. Formed steel ("C") sections: Roll formed steel shapes complying with ASTM F 1043, Group II, produced from 45,000 psi (310 MPa) yield strength steel; sizes as indicated. External coating per ASTM F 1043, Type A, minimum average 2.0 oz/ft' (610 g/m') of zinc per ASTM A 123, or 4.0 oz/ft2 (1220 g/m2) per ASTM A 525. 0 DIVISION 2 — Page 51 of 67 DIVISION 2 - SITE WORK D. Steel square sections: [ASTM A 500, Grade B] Steel having minimum yield strength of 40,000 psi (275 MPa); sizes as indicated. Hot -dipped galvanized with minimum 1.8 oz/ft2 (550 g/m') of coated surface area. F. End and Corner Post............ Size as indicated on the plans Line (intermediate) Post......... Size as indicated on the plans Rail and Braces .................. Size as indicated on the plans CHAIN LINK SWING GATES A. Gate frames: Fabricate chain link swing gates in accordance with ASTM F 900 using galvanized steel tubular members, 2" square, weighing 2.60 lb/ft or aluminum tubular members, 2" square, weighing 0.94 lb/ft. Weld connections forming rigid one-piece unit.(no substitution) Vinyl coated frames thermally fused with 10 to 15 mils of PVC per ASTM 1043. (If gate frame is not to be vinyl coated, eliminate reference to PVC coating. B. Chain link fence fabric: PVC thermally fused to metallic coated steel wire, ASTM F 668, Class 2b, in color, mesh, and gauge to match fence. Install fabric with hook bolts and tension bars at all 4 sides. Attach to gate frame at not more than 15" on center. C. Hardware materials: Hot dipped galvanized steel or malleable iron shapes to suit gate size. [Field coat moveable parts (e.g. hinges, latch, keeper, and drop bar) with PVC touch up paint, provided by manufacturer, to match adjacent finishes]. D. Hinges: Structurally capable of supporting gate leaf and allow opening and closing without binding. Non -lift-off type hinge design shall permit gate to swing 180° (3.14 radius) inward or 180° (3.14 radius) outward. E. Latch: Forked type capable of retaining gate in closed position and have provision for padlock. Latch shall permit operation from either side of gate. A. Chain link fence accessories: [ASTM F 626] Provide items required to complete fence system. Galvanize each ferrous metal item and finish to match framing. B. Post caps: Formed steel, cast malleable iron, or aluminum alloy weather tight closure cap for tubular posts. Provide one cap for each post. Cap to have provision for barbed wire when necessary. "C" shaped line post without top rail or barbed wire supporting arms do not require post caps. (Where top rail is used, provide tops to permit passage of top rail.) C. Top rail and brace rail ends: Pressed steel per ASTM F626, for connection of rail and brace to terminal posts. DIVISION 2 — Page 52 of 67 • DIVISION 2 - SITE WORK• D. Top rail sleeves: 7" (178 mm) expansion sleeve with spring, allowing for expansion and contraction of top rail. E. Wire ties: 9 gauge [0.148" (3.76 mm)] galvanized steel wire for attachment of fabric to line posts. Double wrap 13 gauge [0.092" (2.324 mm)] for rails and braces. Hog ring ties of 12-1/2 gauge [0.0985" (2.502 mm)] for attachment of fabric to tension wire. F. Brace and tension (stretcher bar) bands: Pressed steel. At square post provide tension bar clips. G. Tension (stretcher) bars: One piece lengths equal to 2 inches (50 mm) less than full height of fabric with a minimum cross-section of 3/16" x 3/4" (4.76 mm x 19 mm) or equivalent fiber glass rod. Provide tension (stretcher) bars where chain link fabric meets terminal posts. H. Tension wire: Galvanized coated steel wire, 7 gauge, [ 0.177'(4.5 mm)] diameter wire with tensile strength of 75,000 psi (517 MPa). Truss rods & tightener: Steel rods with minimum diameter of 5/16" (7.9 mm). Capable of withstanding a tension of minimum 2,000 lbs. J. Nuts and bolts are galvanized. SETTING MATERIALS Concrete: Minimum 28 day compressive strength of 3,000 psi (20 MPa). EXAMINATION A. Verify areas to receive fencing are completed to final grades and elevations. B. Ensure property lines and legal boundaries of work are clearly established. CHAIN LINK FENCE FRAMING INSTALLATION A. Install chain link fence in accordance with ASTM F 567 and manufacturer's instructions. B. Locate terminal post at each fence termination and change in horizontal or vertical direction of 30° or more. C. Space line posts uniformly at 10' on center or as indicated on the plans. D. Concrete set terminal and gate posts: Drill holes in firm, undisturbed or compacted soil. • Holes shall have diameter 4 times greater than outside dimension of post, and depths approximately 6" deeper than post bottom. Excavate deeper as required for adequate support in soft and loose soils, and for posts with heavy lateral loads. Set post 0 DIVISION 2 — Page 53 of 67 DIVISION 2 - SITE WORK bottom 36 below surface when in firm, undisturbed soil. Place concrete around posts in a continuous pour. Trowel finish around post. Slope to direct water away from posts. E. Check each post for vertical and top alignment, and maintain in position during placement and finishing operations. F. Bracing: Install horizontal pipe brace at mid -height for fences 6' and over, on each side of terminal posts. Firmly attach with fittings. Install diagonal truss rods at these points. Adjust truss rod, ensuring posts remain plumb. H. Tension wire: Provide tension wire at bottom of fabric if indicated on the plans (and at top, if top rail is not specified). Install tension wire before stretching fabric and attach to each post with ties. Secure tension wire to fabric with 12-1/2 gauge [0.0985" (2.502 mm)] hog rings 24" oc. I. Top rail: Install lengths, 21'. Connect joints with sleeves for rigid connections for expansion/contraction. J. Center Rails (for fabric height 12' ( and over). Install mid rails between posts with fitting and accessories. K. Bottom Rails: Install bottom rails between posts with fittings and accessories. GATE INSTALLATION A. Install gates plumb, level, and secure for full opening without interference. B. Attach hardware by means which will prevent unauthorized removal. C. Adjust hardware for smooth operation. D. Touch up hardware (see 02820.5C.) CHAIN LINK FABRIC INSTALLATION A. Fabric: Install fabric on side as directed by the Engineer and attach so that fabric remains in tension after pulling force is released. Leave approximately 2" between finish grade and bottom selvage. Attach fabric with wire ties to line posts at 15" on center and to rails, braces, and tension wire at 24" on center. B. Tension (stretcher) bars: Pulll fabric taut; thread tension bar through fabric and attach to terminal posts with bands or clips spaced maximum of 15" (381 nun) on center. DIVISION 2— Pay>e 54 of 67 DIVISION 2 - SITE WORK ACCESSORIES A. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. B. Fasteners: Install nuts on side of fence opposite fabric side for added security. CLEANING • A. Clean up debris and unused material, and remove from the site. END OF SECTION 02820 — VINYL CHAIN LINK FENCE AND GATES • • • • r • C'. 0 DIVISION 2 — Page 55 of 67 DIVISION 2 - SITE WORK SECTION 02891— SIGNAGE WORK INCLUDED This work includes furnishing all labor, materials, equipment, and incidentals necessary to install new signs for the proposed roads and parking fields in accordance with the plans and specifications and as directed by the Engineer. Proposed signs shall include but not be limited to the following: • Directional signs • Handicapped parking signs • Building signs • Traffic signs The construction of the signs shall meet the requirements of sections 645 of the New York State Department of Transportation Standard Specifications of January 2, 1995 as amended except as modified herein MATERIALS A. Sign Panels — The aluminum sign panels shall meet all requirements the New York State Department of Transportation Standard Specifications of January 2, 1995 for Item 645- 2.01 Sign Panels. B. Concrete for Foundations - The concrete foundations shall meet all requirements the New York State Department of Transportation Standard Specifications of January 2. 1995 for Item 645-2.03 Concrete for Foundations. C. Sign Posts and Support Systems — The sign posts and support systems shall be galvanized steel and meet all requirements the New York State Department of Transportation Standard Specifications of January 2, 1995 for Item 645-3.11 Sign Posts and Support Systems. INSTALLATION A. All Construction Details requirements of the New York State Department of Transportation Standard Specifications of January 2, 1995 shall apply except as herein modified. B. No signage shall be place prior to Engineer's acceptance of the proposed sign location. END OF SECTION 02891— SIGNAGE DIVISION 2 — Page 56 of 67 • • DIVISION 2 - SITE WORK • SECTION 02900 — PLANTINGS The Contractor shall furnish all labor, equipment and materials necessary to install plantings. The work to be completed in this section shall include the following: f 1. Trees and Shrubs 2. Mulching and Fertilizer MATERIALS • A. All plant material shall be true to name and size in conformity with the following standards: 1. Hortus Third. 1976. Revised and expanded by the staff of the Liberty Hyde Bailey Hortorium, New York, NY: Macmillan Publishing Co. • 2. American Standard for Nursery Stock, Most current edition. Washington D.C.: American Association of Nurserymen, Inc. B. Plant Materials: • Plant list. A complete list of plants, including a schedule of quantities, sizes and other requirements is shown on the Drawing. In the event that discrepancies occur between the quantities of plants indicated in the plant list and as indicated on the plan, the plant quantities indicated on the plan shall govern. Substitutions. No substitutions shall be accepted, except with the written permission of the • Engineer. Quality. All plants shall be typical of their species or variety. All plants shall have normal, well-developed branches and vigorous root systems. They shall be sound, healthy, vigorous, and free from defects, disfiguring knots, abrasions of the bark, sunscald injuries, plant • diseases, insect eggs, borers, and all other forms of infection. No trees or shrubs with wounds larger than 3/d' shall be accepted. No plant material containing noxious weeds in the root ball shall be accepted. Trees with broken, cracked or damaged root balls will not accepted and the plant material shall be replaced at no extra cost to the Town. All plants shall be nursery grown and shall have been growing under the same climatic conditions as the location of this project • for a least two (2) years prior to the plat of planting on this project. Measurement. Size and grading standards shall conform to those of the American Association of Nurserymen unless otherwise specified. A plant shall be dimensioned as it stands in its natural position. Stock furnished shall be a fair average between the minimum and maximum size specified. Large plants which have been cut back to the specified sizes will not be accepted. Perennials and Groundcovers shall be well rooted and established within the container, yet not rootbound 0 DIVISION 2 — Page 57 of 67 DIVISION 2 - SITE WORK C. Composted Bark Mulch or Wood Chips Shall be of any wood except elm and free of any pests. Bark Mulch shall be natural forest product of 98% bark containing less than 2% wood or other debris. Wood chips produced on the site may also be used for this work such that they are free from leaves, sticks, seeds, diseased materials, chunks of wood larger than 3" or other debris. The Engineer reserves the right to reject, on or after delivery, any material that does not, in his opinion, meet the specifications. D. Organic Fertilizer (10-6-4) (50% slow release) All Organic Fertilizer (10-6-4) (50% slow release) shall be delivered in standard size bags of the manufacturer, showing organic certification, weight, analysis, and name of manufacturer. It shall be stored as directed by the Engineer in such a manner that its effectiveness will not be impaired. PLANT MATERIAL AND INSTALLATION A. Location of individual woody plants shall be staked and the planting beds outlined on the project site in accordance with the planting plan before any planting pits are dug. The Engineer prior to installation shall review all staking. The Engineer shall have the authority to adjust the plant or bed locations at no cost to the owner if in his opinion these do not resemble the plant or bed locations as originally laid out and approved. B. Planting pits shall be round, with tapered sides and flat bottoms, and sized in accordance with outlines and dimensions shown on the drawings. C. In the event that the Contractor identifies detrimental soil conditions, the Engineer shall be notified in writing of said conditions along with suggestions for rectifying the conditions. Poor quality subgrade soils shall be removed from the planting pit and replaced with good quality topsoil at no additional expense to the Town. D. Plants shall be planted the root flare level with at or slightly higher than the finished grade. In the event that the root flare is buried within the root ball, the top of the ball shall be cut down and any adventitious roots removed. E. In the event that the pit is excavated to a greater depth, the pit shall be refilled with the appropriate amount of soil and the soil tamped. F. All planting stock shall be nursery -grown in accordance with good horticultural practices. Plants shall be free of disease, insects, eggs, larvae, and defects such as knots, sunscald, injuries, abrasions, or disfigurement. They shall be sound, healthy and vigorous, of uniform growth, typical of the species and variety, well -formed, free from irregularities, with the minimum quality conforming to American Standard for Nursery Stock. No trees or shrubs with wounds larger than shall be accepted. Trees having damaged or missing leaders, multiple leaders, Y -crotches, or indications of topping or heading back will not he DIVISION 2 — Page 58 of 67 0 • DIVISION 2 - SITE WORK • accepted. Single stem trees shall have the lowest branches between 6'-7 above finished grade. Multistem or clump trees shall be pruned at the direction of the Engineer if in his opinion an excessive number of branches protrude from the canopy of the tree below 7' which may require pruning in the future. The Contractor may request to have plant material selected by the Engineer prior to delivery on site. This shall not preclude the Engineer from rejecting material once on site if in his opinion it has been damaged or fails to meet the specifications. f G. Plants furnished in containers shall have the roots well established in the soil mass and shall have grown in the container for at least one growing season. Containers shall be large enough to provide earth -root mass of adequate size to support the plant tops being grown. Plants over -established in the container, as evidenced by pot-bound root ends, will not be accepted. H. Tubers shall be firm, non -desiccated, and certified free of disease and viral infection, as indicated in the Plant Schedule. All tubers shall be top size and firm with numerous fibrous roots if applicable. The Contractor shall submit a list of the proposed daylily species, quantities, colors, bloom periods and ultimate sizes for review and approval of the Engineer prior to purchasing said material I. Ground covers shall be well-established cuttings and planted by hand. Tubers and herbaceous plants shall be planted in the spring after suitable preparation of the planting bed by tilling the soil, allowing the weeds to germinate (two-week minimum) and tilling again prior to planting. Groundcovers shall be planted 8 or 12 inches on center (O.C.). as indicated on the plan. These areas shall be fertilized in the same manner as areas to be prepared for turf. A 2" mulch of aged bark mulch shall be spread around all ground covers to aid in establishment and minimize competition from weeds. The beds shall be maintained in a weed free condition throughout the guarantee and maintenance period. r J. Preparation of Plants. In preparing the plants for moving, all precautions customary in good practice shall be taken. Workmanship that fails to meet the highest standards will not be accepted. Balled and burlaped plants shall have a solid ball of earth of minimum specified size held in place by burlap and a stout rope. Oversize or exceptionally heavy plants are acceptable if the size of the ball or spread of the roots is proportionally increased to the satisfaction of the Engineer. K. Delivery. All plants shall be packed, transported, and handled with the utmost care to ensure adequate protection against injury. Trees with broken, cracked or damaged root balls will not accepted and the plant material shall be replaced at no extra cost to the Town. Any inspection certificates required by law shall accompany each shipment invoice. 0 0 DIVISION 2 — Page 59 of 67 DIVISION 2 - SITE WORK L. Inspection. The Contractor shall plant no plant material until it is inspected and approved by the Engineer at the site of the project. Any material with fresh or uncallused wounds larger than 3/4" in diameter may be subject to rejection. The Engineer shall be the solc judge of the quality and acceptability of the materials. All rejected material shall be immediately removed from the site and replaced with acceptable material at no additional cost. TIME OF PLANTING: Unless otherwise directed by the Engineer , deciduous material shall be planted from March 1 st to May 1st and from October 15th to December 15th, evergreen material shall be planted from April 1 st to May 15th and from September 1 st to October 15th, or as approved by the Engineer. PLANTING: A. Setting Plants. Each plant shall be planted in an individual hole as specified. All holes shall be dug with tapered sides and flat bottoms, or as directed. All plants shall be set to ultimate finished grade, so that they will be left in the same relation to the surrounding grade as they were grown in the nursery or slightly higher. In the event that nursery practices have resulted in soil being placed above the root flare, this extra soil and anv advantageous roots shall be removed. The planting detail shall supersede these specifications. All synthetic material shall be removed from the planting pit and root ball. Ropes, wires and burlap shall be removed from the top and upper 1/2 of the root ball and hole before filling in. Burlap shall be properly cut and removed from the sides of the ball and the planting pit. When depth is specified, it shall be understood as meaning depth below finished grade. Excess excavation from all holes shall be removed from the site. B. Backfilling of Planting Pits. Use planting mixture of 4 parts topsoil, I part approved commercial horticultural peat moss. Upon approval of the Engineer, existing native soil may be used if the soil is found to be of a suitable quality. Existing subsoil is to be removed from site by Contractor. Planting pits and beds shall be back filled carefully to fill all voids and to avoid breaking or bruising roots. An approved fertilizer such as I cup of 5-10-5 or slow release fertilizer tablets per 1" of caliper shall be placed with the backfill A sample of the proposed fertilizer shall be submitted to the Engineer for approval prior to the start of work. Tamp backfill firmly to prevent settlement. When pit is nearly filled, water thoroughly and allow water to soak away. If settling of the backfill occurs after watering, add more backfill to bring to level. A slight `-saucer" shall be formed around each plant to hold additional water. C. Shrubs. All shrubs shalt be planted in holes at least 1 foot greater in diameter that the ball of earth or spread of roots. The depth of the holes shall be at least 1 foot and as much greater as is necessary to set the plant properly at finished grade. After preparation of the hole as specified, the plant shall be planted in the center of the hole. The hole shall be filled with topsoil and settled thoroughly by watering. Areas between shrub beds (masses of shrubs planted 4' apart or closer) between shrubs must be tilled and pulverized to it depth of 6 inches excepting those areas within the driplines of existing trees. A slight DIVISION 2 — Page 60 of 67 • DIVISION 2 - SITE WORK • "saucer" shall be formed around each plant to hold additional water. Shrubs shall not be planted closer than two (2) feet from the edge of the shrub beds. i D. Groundcovers Plants shall be carefully removed from the containers or flats immediately prior to planting and set to the same depths as they were grown in the nursery bed or container, to the correct spacing indicated on the plans. Roots shall be arranged in their natural position and topsoil worked in among them, taking care to avoid bruising or • damaging the roots. No later than one (1) hour after planting, all plants shall be thoroughly settled with water. The unit as listed on the plant list as "flat" shall be flats of 24 plants per flat. E. Upon completion of planting, all debris and waste material resulting from the planting t operation shall be removed from the project area, and the affected area raked or swept and cleaned as necessary. MECHANICAL TRANSPLANTING TREES • A. Description. This Item shall consist of all labor, material, equipment, tools and incidentals necessary to transplant designated trees within the limits of the project- hereinafter specified. B. Materials. • 1. Transplant Inoculant. The Transplant Inoculant shall consist of Mycor Tree Saver Transplant, a product of Plant Health Care, Inc., 440 William Pitt Way, Pittsburg, PA., 15238, 1-800-421-9051 or an equivalent product as approved by the Engineer. • 2. Sandy Loam Backfill. Sandy loam backfill shall be typical of the area with no noxious weeds, grasses, sticks, roots, stones present and shall be consistent in texture. (1 inch Maximum lump size). C. Construction Methods: 1. Equipment. The Contractor sha11 use machinery in good condition with minimum tolerances between cutting blades. All blades shall be true to their designed spade and free of bends which could interfere with its operation. The tree spade shall be mounted on a suitable, stable machine capable of • supporting the weight of all dug materials and heavy enough to force all blades into the soil at the proper depth. Pits to receive machine transplanted trees shall be dug with machines of like size and manufacture to that which is used to dig the intended tree. • 0 DIVISION 2 — Page 61 of 67 DIVISION 2 - SITE WORK 2. General Notes: a. Three to six inch (3"-6") caliper trees ehal l be moved with a minimum of sixty inch (60") mechanical tree spade.. b. Over eight to ten inch (8-10") caliper trees shall be moved with a minimum ninety inch (90") mechanical tree spade C. The Contractor shall be responsible for locating underground utilities for transplant operations. d. The Contractor shall be responsible for watering and maintaining the trees for two (2) years. e. TheContractor shall keep the project areas cleaned of all debris and left in a neat and presentable condition at all times. The Contractor shall fill grade, and repair any damaged work areas on the project site to the satisfaction of the Engineer. The Contractor shall exercise utmost care to prevent damage to any utilities, structures, fences, gates, or other facilities at all sites. 3. Pruning: a. Before digging, or within forty-eight (48) hours after transplanting trees shall be Class 1 pruned, in accordance with the National Arborist Association Pruning Standards for Shade Trees. b. Pruners shall be kept sharp, clean and adjusted properly to re proper cuts. Anvil type pruners or toppers will not be acceptable pruning equipment. 4. Digging, Transporting and Planting: a. Trees shall be centered in the machine when dug. Caution should be observed to prevent damage to the tree branches and trucks while backing up to or driving away from the tree. b. Roots protruding from the digging spades shall be cut flush with the rootbal l before planting. C. Transplanted trees shall stand plumb and be planted two to four inches (2"-4") higher than existing finished grade. d. The Contractor shall use one-quarter inch (1/4") diameter twine or other suitable material approved by the Engineer to compress the branches of the tree to prevent breakage during transportation or planting the trees. e. Trees shall be dug and transplanted within forty-eight (48) hours. DIVISION 2— Page 62 of 67 • DIVISION 2 - SITE WORK • 5. Sandy Loam Backfilling: a. Trees shall be backfilled with sandy loam topsoil. b. Backfill shall be watered in after each twelve inch (12") layer. • C. A water basin shal I be constructed around each tree. The basin shall be no more than (12") beyond the edge of the tree pit and the maximum height shall be eight (8"). On slopes, the areas around the tree shall be graded in such a manner that an adequate basin can be provided. • 6. Transplant Inoculant: a. Trees shall be inoculated with a mixture of "Tree Saver" or approved equals, mixed as per label instructions. • b. Transplant Inoculant shall be applied during transplanting. MULCHING: A. After planting has been approved, layer aged bark mulch shall be placed within the extent • of all planting beds to cover the planting pit of all trees, shrubs and groundcovers and the areas in between to a depth of 2". All shrub beds shall be completely covered with a similar material. B. Upon completion of planting and prior to application of wood chips, commercial fertilizer • (10-6-4) shall be incorporated into soil to a depth of two (2) inches at the rate of (10) lbs. per thousand (1,000) square feet. C. Wood chip mulch shall be applied to the surface of beds and tree pit areas as shown on the plans and directed by the Engineer. Mulch shall be applied to a uniform depth of three (3) • inches, and shall be so distributed as to create a smooth, level cover over the exposed soil. Plants shall not be covered. EDGING OF PLANTING AREAS: • The Contractor shall establish a neat edge where planting areas meet grass areas, as shown on the plan or as directed by the Engineer. Edging shall be done by competent mechanics in a workmanlike manner with a spade or edging tool immediately after all planting and seeding is completed. Particular care shall be exercised in edging to establish good flowing curves as shown on the plan or as directed by the Engineer. • DIVISION 2 — Page 63 of 67 • DIVISION 2 - SITE WORK MAINTENANCE: A. At the time of planting, the soil around each plant shall be thoroughly saturated with water, and as many times later as seasonable conditions require, until final acceptance of the plant materials. Maintenance shall include watering, weeding, cultivating, edging, control of insects, fungal infections, and other diseases by means of spraying with an approved insecticide or fungicide, pruning, adjustment and repair of stakes, anchors, and wires, repair of minor washouts and gullies up to twelve inches (12") in depth, and other horticultural operations necessary for the proper growth of all trees, and for keeping the entire area within the contract limits neat in appearance until the final acceptance and completion of the whole work of this contract. The maintenance schedule for the groundcovers and herbaceous materials shall continue for a period of time not to be less than 2 years or until such time as the ground cover and herbaceous materials has become fully established and has begun to spread such that the occurrence of weeds is non-existent or incidental to the plantings. The maintenance for lawn areas is described separately. A schedule of maintenance operations shall be submitted to the Engineer for review and approval, and checked periodically for concurrence. B. All planting areas shall be cultivated and weeded with hoes or other approved tools within the growing season extending from May Ist to October Ist, and such cultivating and weeding shall be repeated at least every three (3) weeks. Under no conditions shall weeds be allowed to attain more than six inches (6") of growth. The cost of maintenance shall be included in the price bid. END OF SECTION 02900 — PLANTINGS DIVISION 2 — Page 64 of 67 • • DIVISION 2 - SITE WORK • SECTION 02911— TOPSOIL • DESCRIPTION A. The Contractor shall furnish all labor, equipment and incidentals necessary for hauling, stockpiling, placing, grading, and compacting of topsoil in accordance with the Specifications, Engineer and as indicated on the Contract Drawings. • B. The Town of Southold will furnish the required leaf compost material necessary for the Contractor to blend on-site soils suitable for making topsoil. The Contractor will be required to transport all soil materials on-site, blend/screen the leaf compost material with the suitable on-site soil material before spreading, compacting and prepping for • hydroseeding. • • MATERIALS A. Screened Leaf Compost material shall be available from the Town of Southold. CONSTRUCTION DETAILS A. The Contractor shall be responsible to test the screened (blended) topsoil material to verify organic content, Ph and soil nutrients (nitrogen, potassium and phosphorus). B. No topsoil shall be spread until the subgrade elevations and the topsoil have been verified by the Contractors surveyor and approved by the Engineer. C. The Contractor shall supply all required equipment and personnel necessary to scarify, • rake and fine grade topsoil. Raking shall be performed at a minimum to the top 2 inches of soil. D. The Contractor shall rake and fine grade all areas within the contract limit lines. All equipment tracks, depressions, etc., shall be graded smooth. • E. The Contractor shall amend soil as required to the recommendation of an agricultural laboratory based upon test results. F. The Contractor may supply erosion control to protect the contract area. Any erosion, which may occur during construction, shall be repaired by the Contractor at no additional • expense to the Town. END OF SECTION 02911— TOPSOIL • 0 DIVISION 2 — Page 65 of 67 DIVISION 2 - SITE WORK SECTION 02920 — HYDROSEED The Contractor shall furnish all labor, materials, equipment and incidentals necessary to apply hydroseeding, amend the soil and establish an acceptable stand of grass as specified, shown on the Contract Drawings and as approved by the Engineer. SUBMITTALS The Contractor shall submit to the Engineer all items described in subsequent sections as outlined by the following schedule: A. Prior to hydroseeding material delivery to the project site: 1. Certified seed mixture. 2. Certified soil amendments, i.e. fertilizer, lime, peat moss, etc. as required per Agricultural Laboratory recommendations. The Contractor shall submit the report to the Engineer. 3. Certified wood fiber mulch. B. Upon completion of hydroseeding: 1. Maintenance instructions for Owners maintenance after final acceptance. 2. Statement of warranty (1 year maintenance) MATERIALS A. The seed mixture should be as follows and applied at a rate of 150 pounds per Acre: 35% Care Free Tall Fescue 35% Cavalcade Tall Fescue 15% Affinity Perennial Ryegrass 15% PS 8990 Perennial Ryegrass B. All fertilizer and lime shall be of commercial grade. C. A 100% wood fiber mulch binder should be incorporated into the seed mixture at a rate of eight (8) pounds mulch per one (1) pound of seed. D. The 100% wood cellulose fiber mulch binder should meet the following requirements: Organic Matter 98% f2% Ash Content 1.4% pH 6t2 Water Holding Capacity 90% minimum DIVISION 2 —Page 66 of67 • • DIVISION 2 - SITE WORK 0 CONSTRUCTION DETAILS • A. Any existing vegetation determined by the Engineer to be unsuitable shall be removed by the Contractor prior to installing jute or erosion control mat. B. Seeding shall be done between April 15th to June 15`t' or September 1st to November 15th • C. Soil amendments shall be granular type incorporated into the top three inches of soil. The Contractor may utilize liquid type with manufacturer's certification and Engineer's approval. D. The manufacturer's representative and/or installation guidelines should be consulted for • more specific installation guidelines. E. Seeding: Every effort shall be taken to obtain a uniform distribution over the seeded area. The hydroseeder shall have continuous agitation action that keeps the seed mixed in the water slurry until pumped form the tank and the pump pressure shall be maintained such that a continuous pump pressure shall be maintained such that a continuous non - fluctuating stream is maintained. If distribution of hydroseeding is not uniform, the affected area shall be re -seeded at the Contractor's expense. The seed -fertilizer mixture shall be used within 4 hours of adding the seed to the tank. Seed that is allowed to remain mixed with the fertilizer for longer than 4 hours will not be accepted for ruse and no A compensation will be made for seed so rejected. F. Maintenance of Grass: The Contractor shall maintain the seeded area without additional payment until a uniform stand of grass approximately two and one-half (2-1/2) inches high has been obtained. Any areas that have been damaged or fail to show a uniform stand of • grass shall be re -fertilized and re -seeded with the original mixture at the Contractor's expense until all the designated areas are covered with grass. The Contractor shall properly water, protect if necessary, the areas until a satisfactory stand is obtained. G. When any portion of the surface becomes gullied or otherwise damaged, or when treatment is destroyed, the affected portion shall be repaired to re-establish condition and • grade of soil and treatment prior to injury as directed at no additional cost to the Owner. Repair work required because of faulty operations (delays) or negligence on the part of the Contractor shall be performed without additional cost to the Owner. The Contractor shall make any repairs as directed by the Engineer before final acceptance. END OF SECTION 02920 — HYDROSEED • 0 DIVISION 2 — Page 67 of 67 0 0 DIVISION 3 - CONCRETE 0 GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract documents. Refer to the Drawings and Specifications of other trades and contractors for items which might affect the work under this Division. TABLE OF CONTENTS - DIVISION NO.3 - CONCRETE S Included in this Division are the following sections: 03100 Concrete Form Work 03200 Concrete Reinforcement 03300 Cast -In -Place Concrete 03360 Concrete Surface Hardener • • 0 0 0 DIVISION 3 — Page 1 of 11 DIVISION 3 - CONCRETE SECTION 03100 - CONCRETE FORM WORK SCOPE A. The work under this heading shall consist of furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all concrete form work, including but not limited to the following: 1. Forms and centering. 2. All forms required for the work in this Section. 3. Setting and building of all anchors, inserts, hangers, supports, ties, frames, bolts, sockets, sleeves, lintels, etc., required to be built into concrete work, except where otherwise specified. FORMS, CENTERING AND FORM WORK AFFECTING WORKMANSHIP A. Forms shall conform with the lines, dimensions and shapes of concrete indicated on the Drawings, for the members for which they are provided. They shall be tight to prevent any possibility of movement after concrete is poured and shall insure safety to workmen and the public. B. On concrete exposed to view, metal ties where used shall be detached 1 -inch back from surface of exposed side and holes filled with cement mortar and rubbed immediately after removal of forms. C. Forms for concrete work shall be plywood or composite of smooth line construction, that will produce straight, dense surface free from honeycombs, bulges and depressions. D. If any material is used to coat formwork to facilitate its removal, this material shall be of such nature as not to stain or injure the concrete or cause injury to finish to be applied on exposed surfaces on concrete. Forms shall be thoroughly cleaned before reusing. E. All wood form work, including that used in void spaces, pockets and other similar places, shall be removed. F. Forms shall not be disturbed until the concrete has adequately hardened. Care shall be taken to avoid spalling concrete surface. WORK IN CONNECTION WITH OTHER SECTIONS AND/OR CONTRACTS A. Box out for pipes as directed and fill up to pipe sleeves with concrete after same are in place. B. Build in anchors, inserts or slots as required for proper anchorage. DIVISION 3 -- Page 2 off I • • DIVISION 3 - CONCRETE C. Set in concrete all sleeves furnished under other sections or contracts, in proper alignment and location. • D. Cooperate with other trades. E. Build in concrete all forms furnished by other trades and required to be built into concrete. • END OF SECTION 03100 - CONCRETE FORM WORK • El C • • • • 0 DIVISION 3 — Page 3 of 11 DIVISION 3 - CONCRETE SECTION 03200 CONCRETE REINFORCEMENT SCOPE The work under this heading shall consist of furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all concrete reinforcing. SHOP DRAWINGS A. Complete and accurate shop drawings shall be submitted to the Engineer for review before any work is executed. Drawings shall show framing plans, details, bending diagrams, sizes and spacing of members, relationship to contiguous work, scale elevations of all reinforced concrete walls, and all other pertinent information. Details shall be carried out in accordance with the A.C.I. rules. B. Contractor shall submit one black and white print and one reproducible with each submission. Cost of all prints required from the reproducible, including prints required by the Engineer, shall be borne by this Contractor. MATERIALS A. Deformed reinforced steel shall conform with SPECIFICATIONS FOR NEW BILLET -STEEL. BARS FOR CONCRETE REINFORCEMENT, ASTM A-615, GRADE 60. B. Deformations on deformed bars shall conform with SPECIFICATIONS FOR DEFORMATIONS OF DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A-305. C. Welded wire fabric shall comply with ASTM A-185. PLACING OF REINFORCEMENT A. Metal supports, ties and spacers for reinforcement shall be rustproof of proper size, and strength to ensure against displacement during pouring operations. For structural slabs placed on ground, provide legs of slab bolsters and continuous high chairs with continuous plates. B. All reinforcement shall be bent cold. Minimum radius of bend shall be four diameters for bars 5/8 inch round or less, and six diameters for larger bars. C. At intersections, rods shall be securely wired together. D. Contractor shall exercise extreme care to prevent discoloration of exposed,. concrete�., surfaces r reinforcement. E. All reinforcement shall be inspected in the forms before concreting starts by the Engineer. Contractor shalt notify the Engineer at least 24 hours prior to any pour. END OF SECTION 03200 CONCRETE REINFORCEMENT DIVISION 3 — Page 4 of 1 1 a • DIVISION 3 -CONCRETE a r, SECTION 03300 - CAST -IN-PLACE CONCRETE Except as shown or specified otherwise, the Work of this Section shall conform to the requirements of Specifications for Structural Concrete for Buildings ACI 301-89 of the American Concrete Institute. QUALITY ASSURANCE Concrete batching plant shall be currently approved as a concrete supplier by the New York State Department of Transportation. PROPORTIONING (Amendments to ACI 301, Chapter 3): A. Compressive Strength: Minimum 3000 psi, unless shown or specified otherwise. Minimum 4000 psi for structural footings, foundations, floor slabs, exterior slabs, ramps and stairs. B. Weight: Normal weight as indicated, Lightweight Concrete (for floor fills): Air-dry unit weight between 95 and 115 lb/cu ft. 0 C. Durability: 1. Concrete shall be air -entrained. Design air content shall be 6 percent by volume, with an allowable tolerance of plus or minus 1.5 percent for total air content. Entrained air shall be provided by use of an approved air -entraining admixture. Air -entrained cement shall not be used. • 2. Tipping floor and loading trench concrete slabs shall be air -entrained to a designed air content of no more than 3 percent by volume for the application of the surface hardener per ASTM C 173 or ASTM C 231. D. Slump: 1. 3000 psi Normal Weight Concrete: Between 2 inches and 4 inches. 41 2. 4000 psi Normal Weight Concrete: Between 2 inches and 3 inches. 3. Lightweight Concrete: Between 1 inch and 4 inches. E. Admixtures: Do not use admixtures in concrete unless specified or approved in writing by the Engineer. • F. Selection of Proportions: Concrete proportions shall be established on the basis of previous field experience or laboratory trial batches, unless otherwise approved in writing by the Engineer. Proportion mix with a minimum cement content of 564 pounds per cubic yard for 3000 psi concrete and 611 pounds per cubic yard for 4000 psi concrete. i 0 DIVISION 3 — Page 5 of 11 DIVISION 3 - CONCRETE REINFORCEMENT (Amendments to ACI 301, Chapter 5): A. Bar Reinforcement: ASTM A 615, Grade 60, deformed steel bars. B. Fabric Reinforcement: ASTM A 185, welded wire fabric, fabricated into flat sheets unless otherwise indicated. C. Bar Supports: Galvanized steel or AISI Type 430 stainless steel, and without plastic tips. D. Tie Wire: Black annealed wire, 16-1/2 gage or heavier. PRODUCTION (Amendments to ACI 301, Chapter 7) A. Provide ready -mixed concrete, either central -mixed or truck -mixed. EXAMINATION AND PREPARATION A. Do not use items of aluminum for mixing, chuting, conveying, forming or finishing concrete, except magnesium alloy tools may be used for finishing. B. Keep excavations free of water. Do not deposit concrete in water. C. Hardened concrete, reinforcement, forms, and earth which will be in contact with fresh concrete shall be free from frost at the time of concrete placement. D. Prior to placement of concrete, remove all hardened concrete spillage and foreign materials from the space to be occupied by the concrete. FORMWORK (Amendments to ACI 301, Chapter 41 A. Chamfer all exposed external corners of concrete. PLACING REINFORCEMENT (Amendments to ACI 301, Chapter 5) A. At the time concrete is placed, reinforcement shall be free of mud, oil, loose rust, loose mill scale, and other materials or coatings that may adversely affect or reduce the bond. PLACING CONCRETE (Amendments to ACI 301, Chapter 8) A. Operation of truck mixers and agitators and discharge limitations shall conform to the requirements of ASTM C 94. B. Do not allow concrete to free fall more than 4 feet. DIVISION 3 -- Page 6 of 1 I • • DIVISION 3 - CONCRETE FINISHING FORMED SURFACES (Amendments to ACI 301, Chapter 10 • A. Finish Schedule: Except where indicated otherwise on the Drawings, provide the finishes below: 1. Rough Form Finish for concrete surfaces not exposed to view. 2. Smooth Form Finish for concrete surfaces exposed to view. 3. Smooth Rubbed Finish for exterior concrete surfaces exposed to view. • 4. Grout Cleaned Finish for interior concrete surfaces exposed to view. FINISHING SLABS (Amendments to ACI 301, Chapter 11) A. Slabs On Grade: Provide key type joints unless otherwise shown. Tool exposed joints. • B. Finish Schedule: Except where indicated otherwise on the Drawings, provide the finishes below: 1. Floated Finish for: a. Treads and platforms of exterior steps and stairs. • b. Slabs and fill over which waterproofing, roofing, vapor barrier, insulation, terrazzo, or resin bound flooring is required. 2. Broom Finish for exterior slabs. Texture as approved by the Engineer. • 3. Bull float/highway straight edge "Tipping Floor" Concrete slabs for the application of surface hardener. C. Finishing, General: Provide monolithic finishes on concrete floors and slabs without the addition of mortar or other filler material. Finish surfaces in true planes, true to line, with • particular care taken during screeding to maintain an excess of concrete in front of the screed so as to prevent low spots. Screed and darby concrete to true planes while plastic and before free water rises to the surface. Do not perform finishing operations during the time free water (bleeding) is on the surface. CURING AND PROTECTION (Amendments to ACI 301, Chapter 12) • • A. Maintain concrete surfaces in a moist condition for at least 7 days after placing, except where otherwise indicated. For surfaces of exterior slabs (on grade), apply chemical curing and anti-spalling compound in accordance with the recommendations of the manufacturer. FIELD QUALITY CONTROL (Amendments to ACI 301, Chapter 16) A. The Contractor shall make available to the Engineer a maximum of (2) two test cylinders per truck load of concrete delivered to the site for testing as determined by the Engineer. • One sample shall be taken at the start of the pour and the second at the end of the pour. Furnish shipping boxes for compression test cylinders. 0 DIVISION 3 — Page 7 of 11 DIVISION 3 - CONCRETE B. The Contractor shall be responsible for furnishing the Engineer with the test results of each concrete test cylinder tested at 7 and 14 days for each truck load. LABORATORY TESTS All laboratory costs in establishing the design mix and testing of cylinders shall be borne by the Contractor. END OF SECTION 03300 - CAST -IN-PLACE CONCRETE DIVISION 3 — Page 8 of 1 1 • DIVISION 3 -CONCRETE SECTION 03360 - CONCRETE CURINGISEALING/HARDENING • SUMMARY A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification sections, apply to this section. • B. Furnish labor, materials, equipment and supervision to install the monolithic heavy-duty non - rusting, non -corrosive floor hardener as specified or shown in drawings. Work includes providing pre -mixed, ready -to -use surface hardener; proportioned, mixed, packaged at the manufacturing factory and delivered to the job site ready to apply; placing, finishing and curing as specified. • SUBMITTALS A. Description: A ready to use floor topping comprised of a blend of 100% pure emery corundum, Portland cement and special additives proportioned and sealed in moisture resistant 50 pound • bags. QUALIFICATIONS A. Manufacturer: Company Specializing in manufacturing the products specified in this section • shall have a minimum of 10 (ten) years documented experience in floor hardener manufacturing. B. Applicator: Company specializing in performing the work of this section shall have a minimum of three (3) years documented experience, and shall have prior approval of the floor hardener manufacturer. Applicators not certified or approved by the manufacturer, refer to Quality Assurance. • C. Supervision: Trained by product manufacturer, under direct supervision of the manufacturer of the floor hardener. D. Notification: A notification of the manufacturer's authorized representative must be given at • least 2 weeks before the start of work. QUALITY ASSURANCE A. Applicators not certified by the floor hardener manufacturer shall provide a mockup of flooring • including surface preparation. • B. Provide a 10 foot by 10 foot applied sample for each color and texture or finish specified. C. Locate where directed by Architect/Engineer. D. Retain mockup throughout the application period to serve as reference until final approval. 0 DIVISION 3 — Page 9 of I 1 DIVISION 3 - CONCRETE DELIVER, STORAGE, AND HANDLING A. Deliver products in original unopened, undamaged factory packaging bearing identification of product, manufacture, batch number, and expiration data as applicable. B. Store the product in a location protected from damage, construction activity, and precipitation in strict accordance with the manufacturer's recommendations. ENVIRONMENTAL REQUIREMENTS A. Do not use specified product under conditions of precipitation or freezing conditions. Use appropriate measures for protection and supplementary heating/cooling or to ensure prior drying and curing conditions in accordance with the manufacturer's recommendations. B. Floor hardener manufacturer shall provide Material Safety Data Sheets. The applicator shall be responsible to post these sheets during the application of the floor hardener. WARRANTY A. The approved applicator and hardener manufacturer shall provide a one (1) year limited warranty for the work specified against becoming unserviceable or causing an objectionable appearance resulting from either defective or non -conforming materials or workmanship. PRODUCTS MANUFACTURERS A. Approved Manufacturers: specifications are based on the first named manufacture. Other approved manufactures must meet or exceed this standard and must be approved by the Engineer. Anti -Hydro International, Inc., 45 River Road, Flemington, NJ 08822 Phone: 1-800-777-1773 B. Product A -H Emery as manufactured by Anti -Hydro International 2. MATRIX: 100% pure emery/corundum — minimum 58% aluminum oxide, minimum 24% iron oxide and maximum 4% silica. 3. Application Rate: Heavy -Duty Use 1.25 lbs/ft2 DIVISION.3 —Page 10 of 11 • DIVISION 3 - CONCRETE • • EXECUTION A. Concrete Mix 1. Maximum slump shall not exceed 4 inches. • 2. Maximum air content shall not exceed 3%. 3. Minimum compressive strength of 4,000 psi. 4. Add 1.5 gallons of "Anti -Hydro" admixture per yard of concrete in accordance with manufacturer's specifications. • B. Concrete Placement 1. Move concrete into place with square -tipped shovels or concrete rakes. 2. Vibrators, when used shall be inserted and withdrawing vertically. • 3. Concrete shall be struck to specified level with wood or magnesium straight edge or mechanical vibrating screed. 4. The concrete surface shall be further leveled and consolidated with highway magnesium straight edge and/or magnesium bull float. • 5. Mechanically float the concrete surface as soon as the concrete surface has taken its initial set and will support the weight of a power trowel using float shoes or a pan (combination blades shall not be used). • C. Installation — Flooring Hardener • The installation of the floor hardener shall be as indicated in the manufacturer's instructions. D. Curing The curing of the slab shall be as per the surface hardener manufacturer's instructions. E. Protection of Finished Work • 1. Protect finish work. 2. Prohibit foot or vehicular traffic on floor surface as directed by the Engineer. 3. Barricade area to protect flooring as directed by the Engineer. 4. Protect floor surfaces from sub -trades until final inspection and acceptance by Owner. • END OF SECTION 03360 - CONCRETE CURING/SEALING/HARDENING DIVISION 3 — Page 11 of 1 I 0 • DIVISION NO. 5 - METALS • GENERAL. The work under this Division shall be subject to the requirements of the GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract Documents. Refer to the Drawings and Specifications of other trades and contractors for items which might affect the work under this Division. TABLE OF CONTENTS - DIVISION NO.5 - METALS Included in this Division are the following sections: 05100 Structural Metal 05300 Cold Formed Metal Framing 05400 Miscellaneous Metal 05503 Bollards 05510 Metal Stairs 05720 Aluminum Handrails 0 • IK] • • 5-1 11 DIVISION NO.5 - METALS SECTION 05100 - STRUCTURAL METALS SCOPE A. The work under this heading shall consist of furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all structural steel as shown on the Drawings and specified herein, including but not limited to the following: 1. Furnishing, fabricating and erecting all structural steel work as shown on the Drawings. 2. Furnishing anchor bolts for setting under other sections of the Specifications. 3. Bearing plates for beams. 4. Shop and field painting. 5. Preparation of shop, erection and detail drawings. 6. Hot dipped galvanized members exposed to weather and where indicated on drawings. 7. Hangers and struts. DRAWINGS A. Submit shop and erection drawings for review in accordance with the requirements of the General Conditions, immediately on award of Contract, based on design drawings. B. Materials shall not be fabricated or delivered to the site before the shop drawings have been reviewed by the Engineer, and returned to the Steel Contractor. Shop drawings shall include layouts and details showing the sizes of members, connections, cuts, holes, welds, bolts. etc. Provisions for the connection of other work shall be indicated. All Welds shall be indicated by standard welding symbols contained in the "Structural Welding Code" of the American Welding Society. Shop drawings shall show the size, length and type of each weld. C. Review of shop drawings will be for size and arrangement of principal and auxiliary members and strength of connections. Errors in dimensions shall be the Contractor's responsibility. DIMENSIONS A. The Contractor must verify all measurements at the building, especially when his work is subsequent to other work of the building and is to join it and will be held responsible for any error in said measurement unless he notified the Engineer in time for proper adjustment to be 5.2 0 0 DIVISION NO.5 - METALS made. This Contractor must cooperate with other contractors of the several trades so that work will not be constructed prematurely and have to be taken down to allow the construction of work that should have had precedence. All work so done must be adjusted and must be replaced at the Contractor's cost. Dimensions shown on the structural drawings shall be verified and supplemented. 0 MATERIALS A. All structural steel and accessories shall be new. B. Structural steel shall be ASTM A-36. C. All stock material shall be of quality equal to that called for in Paragraph A above. Mill test reports shall constitute sufficient records as to materials taken from stock. D. Unidentified stock material, if free from surface imperfections, may be used for shore sections of minor importance or for small unimportant details where precise physical properties of the • material would not affect strength of structure, as approved by the Engineer. E. No material containing plugged or filled holes will be accepted. F. Structural steel exposed to view in finish work shall be uniformly rolled true to section, without 0 kinks, bends or surface imperfections. • G. Welding Electrodes and Flux Combination: Use 70XX Class Electrodes. H. High Strength Steel Bolts and Nuts shall be ASTM A-325. GENERAL REQUIREMENTS A. Except where otherwise specified or shown on the Drawings, all materials, design, fabrication, erection and inspection shall comply with Specifications for DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS and also CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES latest edition, issued by the American Institute of Steel Construction. B. The design of members and connections for any portions of the structure not indicated on the 40 Drawings shall be completed by the fabricator, and shop drawings submitted to the Engineer for review before fabrication. C. Welding, where permitted shall be in accordance with STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION of the American Welding Society. • 5-3 • DIVISION NO.5 - METALS D. All pieces having assigned positions shall have a distinguishing mark plainly indicated thereon and near one end. These markings shall agree with those given on the Drawings relating thereto, or calling for those pieces. E. The Contractor shall be held responsible for all errors of fabrication and erection and for correct fitting of structural members to each other and to adjacent work. F. Templates shall be furnished for setting of anchor bolts and other bolts and items. Templates and bolts shall be delivered within such time as will not delay progress of concrete and masonry work. CHECKING MEASUREMENTS, EXAMINATION OF FOUNDATIONS A. The Contractor, before commencing with the work, shall check all governing dimensions at the building and the levels of all footings on which the work is to stand, and shall notify the Engineer of any discrepancies. SUBSTITUTION OF SECTIONS A. Substitution of sections or modifications of details shall be made only if accepted by the Engineer. Substituted sections, if permitted, shall be of strength equal to those shown on Drawings and shall not interfere with Architectural and Mechanical requirements. DELIVERY AND STORAGE A. All work shall be fabricated in ample time so as not to delay the progress of the work, and shall be delivered at such time as required for the proper coordination of the work. B. Competent workmen and suitable equipment shall be on the job at the time of delivery to properly handle and receive the material. C. All materials shall be kept clean and stored and handled in such a manner as to cause a minimum of inconvenience and to avoid injury in any way. FABRICATION A. Finished members shall be true to line and free from twists, bends and open joints. Shearing and punching shall leave clean, true lines and surfaces. B. All shop connections shall be high strength friction type bolts, or welded, except where welded connections are indicated on Drawings or specially authorized by the Engineer. Field 5-4 • 0 DIVISION NO. 5 - METALS 0 connections shall be bolted, except where welding is required. C. Bolts shall be 3/4 inch in diameter, except where otherwise noted. Holes shall be 1/16 inch larger than nominal diameter of the bolts. D. Holes in bearing plates shall be drilled. Grout holes shall be provided in column bearing plates where required. E. Contractor shall do all cutting, drilling, fitting, blocking, reinforcing, etc. of structural steel as required for the proper fabrication, connection and erection of work and as may be required for passing through, support or attachment thereto of work of other trades, where shown on Drawings, where required by site conditions or where instructions for same are given. Extent and location of all such drilling or cutting of each member shall be subject to the approval of the Engineer. F. Provide standard AISC framed beam connections wherever possible. Web connections shall be double angle connections. End connections shall be of sufficient strength to develop maximum reaction of the member, plus any eccentric load. G. Connections shall be so arranged as to avoid eccentricity so far as possible. H. Field Connections. All field connections shall be made with high strength friction type bolts. L End connections shall be of sufficient strength to support safely the maximum reactions of carrying member, plus any load due to eccentricity. WORKMANSHIP AND ERECTION • A. Except as otherwise shown or specified, details of erection shall be in accordance with the Specifications for the Design, Fabrication and Erection of Structural Steel. B. It shall be the responsibility of this Contractor to correct errors in shop fabrication or deformations which result from handling and transportation and prevent the proper assembly. Corrections shall be made at no additional cost to the Owner. C. Location of anchor bolts shall be verified by Steel Contractor before erection of structural steel work. D. All members shall be aligned, leveled, and adjusted accurately prior to final fastening. Tolerances shall conform to A.I.S.C. code of Standard Practice. Fastening of splices of compressions members shall be done after the abutting surfaces have been brought completely into contact. 5-5 0 DIVISION NO.5 - METALS E. As erection progresses, the work shall be fastened securely to take care of all dead load, wind and erection stresses. All structural steel shall have suitable temporary braces to hold it in position until permanently secure. F. Field cutting of structural steel may only be done with prior consent of the Engineer. Binning of holes for bolted connections will not be permitted, and violation of this clause will be sufficient cause for the rejection of any piece in which a burned hole exists. WELDING A. Welds shall be made only by operators who have been previously qualified by tests as prescribed in STANDARD QUALIFICATION PROCEDURE of the American Welding Society to perform type of work required, except that this provision need not apply to tack welds later incorporated into finished welds carrying calculated stresses. B. Appearance, quality of work and methods of correction for defective work where welding is permitted shall be in accordance with the American Welding Society publication CODE FOR ARC -WELDING IN BUILDING CONSTRUCTION. PAINTING AND CLEANING A. All steel work shall receive a shop coat except as follows: 1. Milled bearing surfaces. 2. Contact surfaces of high-strength bolted friction connections. 3. Within two inches of field welds unless paint is certified weldable. B. Cleaning: All interior steel work, except steel visible inside the finished building. to be shop painted shall be cleaned in accordance with Steel Structures Painting Council SP2, Hand -Tool Cleaning. Steel which will be visible inside the finished building shall be cleaned in accordance with SSPC SP6, commercial blast cleaning. C. Painting and cleaning of structural steel shall conform to the requirements of Division 9 - Finishes, Section 09910. 5-6 0 • F, • 0 0 • CE 0 • DIVISION NO. 5 - METALS • INSPECTION A. Field inspection will include but not be limited to ascertaining that: 1. Plates are level and properly placed. 2. Connections fit. 3. Welding is properly executed by qualified welders. 4. Torque of high strength bolted connections. B. Any weld which upon examination or inspection is found to be defective, shall be removed to the satisfaction of the inspector and the weld shall be remade. This Contractor shall remake the welds at no additional cost to the Owner and shall in addition bear all costs of examination and inspection of the welds that have been remade. C. This Contractor shall, at his own expense, furnish such facilities and provide such assistance as may be required for proper inspection. D. Reports shall be made of each inspection and shall be distributed in accordance with directions issued by the Engineer. END OF SECTION 05100 - STRUCTURAL METALS 5-7 DIVISION NO.5 - METALS SECTION 05300 - COLD FORMED METAL FRAMING GENERAL. A. Description 1. Scope of Work - All axially or wind loaded light gauge steel studs, track, bridging and related accessories as indicated on the Contract Drawings and specified herein. 2. Related work specified elsewhere. B. Quality Assurance 1. Inspection and Quality Control: Contractor shall provide effective full time quality control over all fabrication and erection activities. 2. Standards Work shall meet the requirements of the following standards American Iron and Steel Institute (A.I.S.I.) Design of Cold Formed Steel Structural Members, 1980. American Welding Society (A.W.S.) D. 1.3, 1981 Structural Welding Code - Sheet Steel. American Society for Testing and Materials (A.S.T.M.). American Institute of Steel Construction (A.LS.C.) Manual of Steel Construction. 9th edition. All pertinent Federal, State and Local Codes. The most stringent requirements shall govem in conflicts between specified codes and standards. C. Product Handling I. Protection - Upon delivery, material shall be protected from rain and snow by impervious covering or shelter. -8 DIVISION NO.5 - METALS D. Manufacturers 1. All framing members shall be manufactured and supplied by Marino Industries Corp., Montrose Road, Westbury, NY 11590, 1-800-MARIN07, or approved equal, and be of the type and size as shown on the Plans. E. Materials 1. Galvanized Material: All galvanized studs 12, 14 and 16 gauge, shall be formed from steel that corresponds to the minimum requirements of A.S.T.M. A446, Grade D with a minimum yield of 50,000 psi. All galvanized 18 and 20 gauge studs, all galvanized track, bridging, end closures and accessories shall be formed from steel that corresponds to the requirements of A.S.T.M. A446, Grade A with a minimum yield of 33,000 psi. All galvanized studs, track, bridging and accessories shall be formed from steel having a G-60 galvanized coating meeting the requirements of A.S.T.M. A525. 2. Properties: The physical and structural properties shall be considered the minimum permitted for all framing members. Specifically, the following minimum properties, calculated in accordance with the latest A.I.S.I. Specification shall be provided: ix (in. 4), Area (in. 2), rx (in.), Fy (KSI), Resisting Moment (in. - lb.). 3. Substitutions Any substitutions must be approved in writing ten (10) days prior to bid date, by the Engineer of record. F. Fabrication 1. Framing components may be preassembled into panels prior to erecting. Prefabricated panels shall be square, with components attached in a manner as to prevent racking. 2. All framing components shall be cut squarely for attachment to perpendicular members, • or as required for an angular fit against abutting members. Members shall be held positively in place until properly fastened. • 5-9 DIVISION NO.5 - METALS 3. Fasteners: Fastening of components shall be with self tapping screws or welding of sufficient size to insure the strength of the connection. Screws shall be of type and size shown on Drawings and shall be manufactured by Buildex, Inc. (Division of Illinois Tool Works, Inc.) or equal. Where protection against moisture and corrosive enviromnent is needed, screws shall have Climaseal coating as supplied by Buildex, Inc. or approved equal. Welds shall be performed by the operators qualified in accordance with section 6.0, of the American Welding Society Structural Welding Code - Sheet Metal (AWS D 1.3 - 81) (Where field welds are anticipated, we suggest that components of 20 gauge thickness are not specified.) All welds shall be touched up with zinc rich paint. G. Surface Conditions Inspection - Prior to installation, inspect work of all other trades. Verify that all such work is complete and accurate to the point where this installation may properly commence in strict accordance with framing shop drawings. 2. Discrepancies: Immediately notify Engineer of all discrepancies. END OF SECTION 05300 - COLD FORMED METAL FRAMING 5-10 • DIVISION NO. 5 - METALS SECTION 05400 - MISCELLANEOUS METALS MISCELLANEOUS METALS A. Provide at the proper time, all various miscellaneous metal support, bracing and framing not provided under other sections and required to complete the work, whether or not such items are • shown on Drawings or specified. ALUMINUM SADDLES A. Aluminum saddles and slip saddles where indicated or specified herein shall be shaped to fit jambs and other adjoining work closely, and shall be cut and drilled as required to fit hardware. B. Saddles at exterior entrances unless otherwise shown shall be abrasive cast aluminum, weatherstrip type, fabricated and set in accord with approved details. Saddles shall be full length of door opening, of width and profile as shown. Saddle shall be not less than 3/8 inch thick at • any point and shall be set in a nonstaining bed of caulking secured in place with 3/8 inch flush head white bronze expansion bolts, 12 inches o.c, C. Furnish and install dividing strip saddles, 1/8 x 1/4 inch strip, at centers of door openings and elsewhere shown on the Drawings, wherever different types of flooring finish occur in opposite side of openings except as otherwise shown on Drawings. • MISCELLANEOUS FRAMING A. Provide miscellaneous framing members at fascias and soffits as shown and elsewhere as required consisting of angles, channels, plates, hangers, brackets, clips, fasteners and other miscellaneous items shown or required. PROTECTION AND CLEANING A. All work shall be protected by positive means from any damage or defacement. All defective or • otherwise unsatisfactory parts shall be removed and replaced at no additional cost to the Owner. B. Upon completion of the work, all coatings and materials applied for temporary protection shall be removed. All ornamental metal shall be washed with mild soap and water or with a petroleum distillate. No abrasive cleaning agent shall be used. • C. All operative items shall be adjusted to work properly, and work left whole, clean and in satisfactory condition. END OF SECTION 05400 - MISCELLANEOUS METALS L 5-11 0 DIVISION NO. 5 - METALS SECTION 05503 - BOLLARDS A. Bollards shall be minimum of schedule 40 steel pipe. The steel pipe shall be 6" diameter and 9' long. B. Bollards shall be adequately backfilled, tamped and set so as to provide a neat, level and plumb appearance. C. Bollards shall be installed in the locations shown and as detailed in the Contract Drawings. D. Painting and cleaning of bollards shall conform to the requirements of Division 9 - Finishes. Section 09910. END OF SECTION 05503 - BOLLARDS 5-13 DIVISION NO. 5 - METALS SECTION 05510 - METAL STAIRS • A. Stair framing shall be steel, designed for a safe live load of 100 pounds per square foot in addition to the dead load. B. Include box stringers, bent plate interlocking thread and risers, and all necessary brackets, struts, • lugs, carrier angles, and the like. C. All landings/platforms shall be open grate aluminum. D. Provide handrails and all necessary accessories. Components shall be similar to products of • IWM Construction, 775 Long Island Avenue, Medford, New York or approved equal. E. The Contractor shall submit Shop Drawings for all stair designs for approval by the Engineer, prior to fabrication. • F. Painting and cleaning of stairs shall conform to the requirements of Division 9 - Finishes, Section 09910. • • • KI • END OF SECTION 05510 - METAL STAIRS 5-13 DIVISION NO.5 - METALS SECTION 05720 - ALUMINUM HANDRAILS SCOPE The Contractor shall furnish and install aluminum handrails at all locations as shown on the Contract Drawings and approved by the Engineer. MATERIALS A. All rails shall be 1-1/2" O.D. aluminum (1.660") 6063=p52 (pipe) as designated by "Specifications for Aluminum Structures" 1982. Lengths shall be not less than 20 feet or as required. Railings and railing parts shall be as manufactured by Julius Blum & Co. Inc.. Carlstat, -N.J. (800)526-6293 or approved equal. 1. Sleeves where shown on drawings, shall be a minimum of one- half inch larger than rail outer diameter. All sleeves to be set in concrete in a straight line as approved by the Engineer. Sleeves to be flush with the top of concrete walk. 2. Epoxy grout where shown on drawings, shall be 'Five Star Ready Grout' as manufactured by U.S. Grout Corporation or approved equal. Grout shall be constructed to shed water from rail. 3. Bolt railings to steel platforms/stairs as required. INSTALLATION Install as per manufacturers specifications and as directed by the Engineer. END OF SECTION 05720 - ALUMINUM HANDRAILS 5-14 0 41IVISION 6 — WOOD AND PLASTICS GENERAL • The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and contractors for items which might 0 affect the work under this Division. TABLE OF CONTENTS - DIVISION NO.6 - WOOD Included in this Division are the following sections: 06100 Rough Carpentry • • • 0. 0, 40 DIVISION 6 - Page 1 of DIVISION 6 — WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY QUALITY ASSURANCE A. Mill and Producers Mark: Each piece of lumber and plywood shall be grade stamped indicating type, grade, mill, and grading agency certified by the Board of Review of the American Lumber Standards Committee. Mark shall appear on unfinished surface_ or ends of pieces with finished surfaces. I. Pressure Preservative Treated Material: Accredited agency quality mark, on each piece of wood, indicating treatment. DELIVERY, STORAGE, AND HANDLING A. Keep materials dry. Make provision for air circulation around and between stacks of wood products. LUMBER A. General: Furnish seasoned dimension lumber dressed to nominal sizes indicated with 19 percent maximum moisture content at time of dressing, marked "S -DRY". Comply with dry size requirements of PS 20. 1. Dress: Surfaced 4 sides (S4S) unless otherwise indicated. B. Framing Lumber: Species: Douglas Fir or Hem -Fir (WWPA or WCLIB), or Southern Pine (SPIB), or Spruce -Pine -Fir (NGLA) unless otherwise indicated. 1. Light Framing; 2 inches through 4 inches thick, less than 6 inches wide: Standard and Better grade, except Stud grade for stud framing. 2. Structural Framing; 2 inches through 4 inches thick, 6 inches wide and wider: No. 2 grade. C. Board Lumber; less than 2 inches thick: 1. Exposed Board Lumber, for Paint Finish: Southern Pine No. 1 (SPIE), Douglas Fir 2 Common (WWPA), Select Merchantable (WCLIB), or Spruce -Pine -Fir Appearance (NGLA). 2. Concealed Board Lumber: Southern Pine No. 3 (SPIB), any species No. 4 (WWPA), any species Standard (WCLIB), or Spruce -Pine -Fir No. 1 ' No. 2 (NGLA). D. Miscellaneous Lumber: Standard grade, No. 3 grade, or better grade of the following species unless otherwise indicated: I. Nailers and Blocking: Douglas Fir, Hem -Fir, Idaho White Pine, Southern Pine, or Spruce -Pine -Fir. 2. Furring: Spruce, Hem -Fir, or Spruce -Pine -Fir except Douglas Fir or Southern Pine for furring required to receive preservative treatment. DIVISION 6 - Page 2 of 4 0 • QIVISION 6 — WOOD AND PLAST PLYWOOD A. Sheathing and Subflooring: APA RATED SHEATHING, EXPOSURE 1. Furnish APA PS 1 veneered panels, with span ratings for the required thicknesses as listed below unless otherwise indicated. THICKNESS SPAN RATING 3/8 inch 24/0 1/2 inch 32/16 5/8 40/20 3/4 48/24 PRESERVATIVE TREATMENT A. Treat lumber and plywood where indicated and as specified. Comply with applicable • AWPA and AWPB Standards and quality control and inspection requirements. C: B. Complete fabrication of items to be treated to the greatest extent possible prior to treatment. Where items must be cut after treatment, coat cut surfaces with heavy brush coat of the same chemical used for treatment or other solution recommended by AWPA Standards for the treatment. C. Pressure Treatment (Above Ground Use): Treat the following wood items with waterborne preservatives for above ground use, complying with AWPB LP -2. Redry wood to a maximum moisture content of 19 percent after treatment. 1. Nailers, blocking, cants, shim stock, and similar members used in conjunction with roofing (including related flashings, trim and vapor barrier) and coping. 2. Nailers, blocking, furring, stripping, and similar concealed members in contact with exterior masonry and concrete (including interior wythe of exterior walls). 3. Wood items indicated or scheduled on the Drawings to be preservative treated. •, D. Pressure Treatment (Ground Contact Use): Treat the following wood items with waterborne preservatives for below ground use, complying with AWPB LP -22: 1. Wood members placed in the ground. 2. Wood members immersed in fresh water. 3. Wood members encased in concrete. FASTENERS AND ANCHORING DEVICES A. Select and furnish items of type, size, style, grade, and class as required for secure installation of the Work. Items shall be galvanized for exterior locations, high humidity locations, and for use with treated wood. 0 DIVISION 6 - Page 3 of 4 DIVISION 6 — WOOD AND PLASTICS INSTALLATION A. Wood Framing: Install in accordance with applicable provisions of the AFPA "Manual for Wood Frame Construction". unless otherwise indicated. B. Plywood: 1. Install in accordance with APA Design/Construction Guide, Residential & Commercial, unless otherwise indicated. 2. Fasten in accordance with APA recommendations. 3. Underlayment: Use ring -shank or screw -shank type nails. Set nails 1/16 inch, but do not fill nail holes. 4. Subflooring: Glue -nail plywood to supports. Comply with APA re- commendations. C. Nailers and Blocking: Attach to substrate as required to support applied loading. D. Wood Framing: Install true to lines within a tolerance of 1/8 inch in 10 feet. E. Treated Wood: Brush -coat field cut surfaces with same treatment material. END OF SECTION 06100 - ROUGH CARPENTRY DIVISION 6 - Page 4 of 4 • GENERAL • The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract documents. Refer to the Drawings and Specifications of other trades and contracts for items which might •, affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 7 - THERMAL & MOISTURE PROTECTION Included in this Division are the following sections: 07111 Bituminous Damp proofing 07210 Building Insulation • 07411 Preformed Metal Roofing 07600 Flashing and Sheet Metal 07920 Sealants & Caulking '7 • • •. • DIVISION 7 - Page 1 of 8 DIVio10N 7 - THERMAL AND MOISTURE PROTECTION SECTION 07111 - BITUMINOUS DAMP PROOFING SUBMITTALS A. Product Data: Catalog sheets, specifications and installation instructions. for each material specified. PROJECT CONDITIONS A. Apply damp proofing in clear dry weather. Do not apply damp proofing below 40 degrees F. MATERIALS A. Asphalt Primer: ASTM D 41. B. Asphalt Emulsion, heavy duty, fibrated; ASTM D 1227, Type IV. PREPARATION A. Comply with manufacturer's printed recommendations for preparation of type of surface shown or indicated to receive damp proofing. B. Thoroughly clean surfaces to be damp proofed of soil, debris and all foreign matter. Allow cleaned surfaces to thoroughly dry. C. On porous surfaces, except new concrete masonry units, apply a uniform coating of asphalt primer. APPLICATION A. Provide continuous uniform damp proofing coating, 3/32 inch minimum dry thickness. on surfaces shown or scheduled to be damp proofed. Apply damp proofing by brush. B. Damp proof vertical wall surfaces to within 4 inches of finished grade at top of walls. At bottom of walls, extend damp proofing across horizontal projection of footing and down face of footing approximately 2 inches. END OF SECTION 07111 - BITUMINOUS DAMP PROOFING DIVISION 7 - Page 2 of 8 • SECTION 07210 - BUILDING INSULATION • The metal building is to be insulated to comply with ASHRAE 90.1 — Compliance for Metal Buildings. SUBMITTALS • A. Product Data: Catalog sheets, specifications, and installation instructions for each type of insulation specified. Include data substantiating that the materials comply with the specified thermal resistance and vapor resistance qualities. •. DELIVERY, STORAGE, AND HANDLING A. Do not allow insulation materials to become wet or soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storage, and protection during installation. • B. Do not deliver flammable insulation materials to the project site more than 2 days ahead of the time of installation. Protect at all times against ignition. C. Protect insulation materials subject to deterioration by sunlight from exposure to • sunlight. D. Complete the installation and concealment of insulation materials as rapidly as possible. PROJECT CONDITIONS A. Do not proceed with the installation of insulation on walls or under slabs until the Work which follows (and which conceals the insulation) is ready to be performed. B. Examination of Substrate: Examine the substrate and the conditions under which the • insulation Work is to be performed. Do not proceed with the insulation Work until unsatisfactory conditions have been corrected. MATERIALS • A. Metal Building Insulation: Glass or other inorganic fibers and resinous binders formed into flexible blankets, batts or rolls with vapor retarder facing; meet North American Insulation Manufacturers Association requirement NAIMA 202-96. 1. R -Value requirements: A. Exterior walls — R-19. • B. Ceiling — R-19 with 1" x 3 foam thermal spacer block on purlins. 40 DIVISION 7 - Page 3 of 8 DIVISION 7 - THERMAL AND MOISTURE PROTECTION INSTALLATION A. Comply with manufacturer's printed instructions for the particular conditions of installation in each case. If printed instructions are not available or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. B. Extend insulation full thickness over entire surface to be insulated. Apply a single layer of insulation of the required thickness, unless otherwise indicated or required to make up the total thickness. Cut and fit tightly around obstructions, and fill voids with insulation. C. Install insulation with factory applied barrier membrane facing the warm side of building spaces. Replace insulation with ruptures in barrier membrane. END OF SECTION 07210 - BUILDING INSULATION DIVISION 7 - Page 4 of 8 C SECTION 07411 - PREFORMED METAL ROOFING SYSTEM • RELATED WORK SPECIFIED ELSEWHERE A. See DIVISION 13 — SPECIAL CONSTRUCTION, METAL BUILDING SYSTEMS for Metal Roofing System and other related work. • END OF SECTION 07411- PREFORMED METAL ROOFING SYSTEM • • • • • • 91 40 DIVISION 7 - Page 5 of 8 DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07600 - FLASHING AND SHEET METAL DELIVERY A. Delivered materials shall be in the manufacturer's original packages and containers clearly marked with the approved manufacturer's name and trademark for every item. B. Store all materials in a dry, ventilated place off the ground. During adverse weather conditions and job delays, store materials undercover or in a totally enclosed space. Use of wet materials will not be permitted. PREPARATION A. Vents, drains and other projections through surfaces shall be properly positioned. B. Wood blocking and nailers for flashing cleats shall have been rigidly anchored in place. C. Dissimilar metals in contact shall be fully isolated from each other. Unprimed, abraded or otherwise corrosive surfaces of metal shall receive a coat of the bituminous paint and allow to dry before assembling. MATERIALS A. Stainless Steel: Sheets or strips - ASTM Al 67, Type 302 or 304 gauge. .015 inch - 8 to 10 -foot lengths. Finish - 2D. Solder - ASTM 1332 - 60-40% block tin and pig lead. Flux - Acid type. Sealant - single component synthetic rubber - color as selected by the Engineer. B. Pop Rivets - noncorrosive metal, may be used where water tightness of fastener is not a factor or if waterproof rivets are used. C. Pipe Flashing - Flashing around pipes and vents extending above the roof shall extending at least 12" above the finished roof surface, and extending at least six inches beyond opening. D. Mechanical Equipment Flashing - Examine Plans and Specifications for mechanical and electrical trades and note extent of flashing covered herein. Provide all flashing in addition thereto as necessary. MISCELLANEOUS WORK AND CLEANING A. Do all necessary cutting, patching, fitting in connection with the fitting and sealing of the modular units, one to another. B. On completion, work shall be left in perfect condition. END OF SECTION 07600 - FLASHING AND SHEET METAL DIVISION 7 - Page 6 of 8 NVOWN -7 - SECTION 07920 - SEALANTS AND CAULKINGS WORK INCLUDED A. Caulking of exterior joints formed by the intersection of different materials, such as masonry and concrete, masonry and metal, wood with masonry or metal, and adjacent dissimilar materials. B. Caulking of joints at heads, jambs and sills of door frames and windows. C. All other caulking where indicated on Drawings or required by building conditions. 41, DELIVERY A. Materials delivered to the job site shall bear the quality label and the name or trademark of the approved manufacturer; shall be new, unopened and from fresh stock, and shall be the same products and manufacture as approved. Caulking tubes shall bear label indicating conformance to referenced Federal Specifications. MATERIALS A. Caulking compound for general exterior application shall be "Tremco's Dymeric", a two- part polytremdyne polymer sealant conforming to Federal Specifications TT -S -00227E as 'manufactured by the Tremco Manufacturing Co., Cleveland, Ohio. Approved equivalent items of the following manufacturers any be provided: Pecora Chemical Corp., Harleysville, Pa. or Products Research and Chemical Corp., Burbank California. B. Caulking compound for general interior application shall be "Tremco"s Caulking r Compound" an oleo -resinous caulking compound conforming to Federal Specifications TT -0598B as manufactured by the Tremco Manufacturing Co., Cleveland, Ohio. Approved equivalent items of the following manufacturers may be provided: Pecora Chemical Corp., Harleysville, Pa., or Products Research and Chemical Corp., Burbank, California. C. Colors of Caulking Compound - As selected by the Engineer. D. Primer - A quick drying, non -staining liquid as recommended by the caulking compound manufacturer. Primer shall be used in all installations unless the caulking manufacturer specifically states otherwise. E. Back-up (Packing) Material - Polyethylene foam or hollow tubing or other approved non -staining material. 0 DIVISION 7 - Page 7 of 8 11)1"I ION 7 - THERMAL AND MOISTURE PROTECTION INSTALLATION A. Surface Preparation - Remove dust, dirt, grease and other foreign and objectionable material. B. Application of Caulk 1. Joints deeper than 1/2" shall have backing material installed to within 1/4" of the face of the joint. 2. Apply caulking compound under sufficient pressure to force out all air and to completely fill the joints, using a caulking gun with nozzles of widths as necessary to fit the various joints, except in locations where knife application is necessary. 3. Tool joints to a neat and smooth bead of uniform width, finishing flush with adjoining surfaces or tool to a concave profile. 4. Upon completion of caulking, joints not completely filled shall have caulk roughened and then the joint shall be properly filled and tooled. 5. Adjacent surfaces soiled by caulking operations shall be cleaned immediately. END OF SECTION 07920 - SEALANTS AND CAULKINGS DIVISION 7 - Page 8 of S *VISION 8 - DOORS AND WINDOO GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract documents. Refer to the Drawings and Specifications of other trades and contractors for items which might 0 affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 8 - DOORS AND WINDOWS Included in this Division are the following sections: 08110 Steel Doors and Frames 08331 Overhead Coiling Doors 08710 Finish Hardware 08800 Glazing • C r. DIVISION 8 - Page 1 of 14 0 DIVISION 8 - DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES STANDARDS A. Steel Doors and Frames shall conform to requirements of Steel Door Institute (SDI 1000) as modified by local code requirements and as specified herein. Doors and frames shall bear a label indicating compliance with the referenced standards. & Doors - 1-3/4" thick, 18 gauge. L Series Galvannealed with polystyrene core for exterior and non Galvannealed for interior as manufactured by Steeleraft Building Products, Cincinnati. Ohio (513-745-6400) or approved equal, in elevations as indicated on the drawings. C. Frames - Full width type 16 gauge. Include provisions for silencers and gaskets. Frame profile shall be one piece. D. Glass Lites — Insulated glass liter as shown on drawings. E. Maximum Clearance ■ top rail and hinge stile: 1/16" • lock stile: 1/8" • floor and saddle: 1/4" SHOP PAINTING All doors and frames are to be shop primed and painted. INSTALLATION OF DOORS & FRAMES A. HOLLOW METAL DOORS AND FRAMES 1. Install hollow metal units and accessories in accordance with the final shop drawings, manufacturer's data, and as herein specified. 2. Placing frames - Set frames accurately in position, plumbed, aligned and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces and spreaders leaving surfaces smooth and undamaged. a. Make field splices in frames as detailed on final shop drawings, welded and finished to match factory work. b. Remove spreader bars only after frames or bucks have been properly set and secured. DIVISION 8 - Page 2 of 14 r 4IVISION 8 - DOORS AND WIND( 3. Door Installation • a. Jambs and head: 3/32". b. Meeting edges, pairs of doors: 1/8". C. Bottom: 1/4", where no threshold. d. Bottom: At threshold: 1/8". e. Place fire -rated doors with clearances as specified in NFPA Standard No. 80. • 4. Adjustments Check and readjust operating finish hardware items just prior to final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including doors or frames which are warped, bowed or otherwise unacceptable. INSTALLATION OF FINISH HARDWARE A. GENERAL 1. All finishing hardware specified in the Section 08710 of this specification entitled "Finish Hardware" shall be received, accounted for, stored and applied under this Section. 2. Hardware shall be sorted and stored in space assigned by Contractor and shall be kept at all times under lock and key. The safety and preservation of all items delivered will be the responsibility of the Contractor. 3. Hardware shall be carefully fitted and securely attached, in accordance with these • specifications and the instructions of the various manufacturers. 4. Mount hardware units at heights recommended in "Recommended Locations for Builders' Hardware" by NBHA unless otherwise noted on Drawings. (See Door Type elevations in the Drawings) 5. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in another way, install each item completely and then remove and store in a secure place during the finish application. After completion of the finishes, re -install each item. Do not install surface -mounted items until finishes have been completed on the substrate. 6. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. i DIVISION 8 - Page 3 of 14 [7 DIVISION 8 - DOORS AND WINDOWS 7. Drill and countersink units which are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. 8. Cut and fit threshold and floor covers to profile of door frames, with mitered comers and hair -line joints. Join units with concealed welds or concealed mechanical joints. Cut smooth openings for spindles, bolts and similar items, if any. 9. All keys used shall be construction keys which are to be tagged with fiber discs as approved, clearly labeled with identifying inscriptions and then neatly arranged in a temporary cabinet. All construction keys shall be returned to the Owner. B. ADJUSTING AND CLEANING Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Lubricate moving parts with type lubrication recommended by manufacturer (graphite -type if no other recommended). Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for the application made. 2. Final adjustment: Wherever hardware installation is made more than one month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy, and make a final check and adjustment of all hardware items in such space or area. Clean and re -lubricate operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. CLEAN UP AND PROTECTION A. CLEAN-UP At regular intervals during the course of the work, all debris and excess material shall be cleaned up and removed from the site. Upon completion of installation, clean all spaces of debris caused by woodwork installation. B. PROTECTION Protect all woodwork hardware, doors and frames and finish accessories from marring, defacement or other damage until final completion and acceptance of the project by the Owner. Repair .. all detective UIDto prior to final inspection a5 directed by the Architect. Any units that cannot be satisfactorily repaired in the opinion of the Architect shall be replaced with new units of same original design, at no additional cost to the Owner. END OF SECTION 08110 - STEEL DOORS AND FRAMES DIVISION 8 - Page 4 of 14 • 41VISION 8 - DOORS AND WIND( SECTION 08310 - OVERHEAD COILING DOORS 0 GENERAL U • Description A. All rolling service doors shall be as manufactured by The Cookson Company or approved equal. Furnished material includes all guides, hoods, operating mechanisms and special features as pertaining to the particular type of door. B. Work not to be furnished by The Cookson Company includes design of, material for and preparation of door openings but not limited to structural or miscellaneous iron work, access panels, finish painting, electrical wiring, conduit and disconnect switches. Performance A. Exterior rolling doors shall be designed to withstand at least a twenty (20) pounds per square foot windload. Windlocks shall be provided as required for windload protection. B. All service doors and grilles shall be able to withstand a standard maximum of up to 50,000 operating cycles for the life of the door and 6 cycles per day for side -coiling doors. SUBMITTALS A. Shop Drawings: Show application to project. B. Product Data: Catalog sheets, specifications, and installation instructions for rolling service door assemblies, finishes, and operators. C. Samples: Curtain slat, 1 foot long end piece. D. Contract Closeout Submittals: 1. Operation and maintenance data. 2. Replacement parts list. 6 PRODUCTS Materials A. The door curtain shall be constructed of interlocking slats - 22 gauge. B. Guides are to be constructed to structural angle forming a channel for the curtain to travel in. The guides shall be attached to the wall by minimum 1/2 inch fasteners. (Fastener type to be determined by type of surrounding mounting surface.) C. Brackets are to be constructed of steel plate and shall be bolted to the wall angle with 1/2 inch fasteners. DIVISION 8 - Page 5 of 14 DIVISION 8 - DOORS AND WINDOWS D. All gears shall be cast iron with teeth cast from machine cut patterns. The pinion gear shall not be less than a 3 -inch pitch diameter. The gear ratio shall be designed for a maximum manual effort of not more than 30 pounds. L. The barrel shall be steel tubing of not less than 4 inches in diameter. Oil tempered torsion springs shall be capable of correctly counter balancing the weight of the curtain, The barrel shall also be designed to limit the maximum deflection to .03 inch per foot of opening width. F. Hoods shall be fabricated from 24 gauge galvanized steel. Hoods shall be formed to tit the curvature of the brackets. Operation A. Chain Operation shall operate with an endless chain and cast iron reduction gears. B. Motor Operation shall be of the proper size for the type of door selected and shall be activated by push button controls. Additional control stations for motor operator shall be as noted on the drawings. Locking Locking device shall be standard provided. Finish Galvanized steel curtain and hoods shall have "FinalCoate finish. All other exposed surfaces shall receive one coat of dark bronze rust inhibiting paint. Installation All Cookson Company Rolling Door products shall be installed by an authorized Cookson Distributor. Warranty Cookson Company Rolling Door products shall be guaranteed for a period of one year against defects in workmanship and materials from the time of Contract completion. ADJUSTING Adjust and lubricate doors and operating equipment to operate smoothly. Adjust door fit and weatherstripping to make a weathertight fit for the door perimeter. CLEANING Clean doors, and clean work area surfaces that have been soiled performing the Work. END OF SECTION 08310 - OVERHEAD COILING DOORS DIVISION 8 - Page 6 of 14 • 41VISION 8 - DOORS AND WIND 9 SECTION 08710 -FINISH HARDWARE A. Applicable provisions of the "General Conditions", the "Supplementary and Special Conditions" and "Division 1 General Requirements" form a part of this section. B. Furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all work including, but not limited to, the following: 1. Finish Hardware 2. Weatherstripping 3. Door Saddles • QUALITY ASSURANCE Hardware shall conform to Federal Specification FF -H-106, FF -H-116 latest edition. SUBMITTALS • A. Product Data: Submit manufacturer's latest printed literature on materials specified herein. Obtain approval before materials are delivered to the job site. • B. Samples: Submit samples in accordance with the Contract Conditions for the various pieces of hardware required. DELIVERY, STORAGE AND HANDLING Deliver hardware and specialty items in ample time to facilitate the work of this section. • GUARANTEE Furnish to the Owner a written guarantee signed by an authorized official of the various suppliers for a period of two (2) years as evidenced by the date of final payment. All hardware shall be guaranteed against faulty workmanship and finish and to satisfactorily perform the functions • required at the various places. PRODUCTS A. Hinges, lock and latch sets, door closers, holders, push and pull protective plates, exit • devices, door stops and flush bolts, shall be as indicated in the "Hardware Schedule". DIVISION 8 - Page 7 of 14 0 DIVISION S - DOORS AND WINDOWS B. Code Requirements: Hardware for rated doors and doors indicated as labeled shall conform to applicable requirements of the Building Code. C. Door Silencers: All door frames, except gasketed frames, shall be furnished with three silencers for single doors and four for head of frame for pair of doors. D. Anchorage Devices: Exposed parts of screws and bolts shall be finished same as hardware they secure. Plates shall be secured with Phillips slot screws. Concealed devices shall be on non-ferrous metal, galvanized steel or stainless steel. E. Templates: Furnish suitable templates, together with the approved schedule to the respective trades, as required. F. Packing and Marking: Each item of hardware shall have fastening devices, key and instructions included in the same package as the hardware. Each package shall be properly labeled indicating contents and the part of the work for which intended. Labels shall include a marketing corresponding to equivalent designation on the approved hardware schedule. G. Hardware Requiring Shop Installation: Shall be delivered to the proper Contractor in sufficient time so as not to delay the progress of the work. H. Protection: Wrappings furnished by the manufacturers on knobs, handles, protective plates, kick plates, push plates and pulls, shall be of adhesive -coated paper. of a type easily removed without marring the finish of the hardware. I. Field Checks: The Contractor shall make periodic checks during installation of finish hardware to ascertain the correctness of the installation. After completion of the work, he shall certify, in writing, that all items of finish hardware have been installed, adjusted and are functioning in accordance with the specification requirements. MATERIALS A. Finished hardware shall include but not be limited to: butts lock and latch sets, rosettes, escutcheons, push plates, pulls, door mutes; 3 for single doors, closers, stops, holders and all other items necessary to make a complete job. Doors shall have 1-1 /2 pair of butts per door minimum. B. All hardware for labeled doors shall conform to the requirements for labeled doors of the class as shown whether herein specified or not. C. Finished: L US10D Satin Bronze 2. US26D Satin Chrome 3. US32D Satin Stainless Steel DIVISION 8 - Page 8 of 14 ! 4RIVISION 8 - DOORS AND WINDA 4. SBL Sprayed Aluminum 5. DBL Sprayed Bronze 6. DURO 313 7. LBL Bronze Enamel 8. USP Prime Coated D. Keying 1. Construction Master Key System shall be provided for all locks during construction. Construction master key system shall be changed over to the building master key system upon completion of the work. ! 2. Keying System: The Owner will consult with the Contractor to ascertain the specified requirements for individual keying, master keying and grand master keying. Within 30 days of receipt of such information, prepare and submit a keying chart for the Owner's approval. ! 3. Keys a. Formed of nickel silver, with change number and key control symbol stamped thereon. • b. Forward master keys and grand master key by registered mail, in safety envelopes, to the Owner. C. Furnish keys as follows, except as otherwise requested by the Owner. 1) Individual lock setting ........... 2 keys each 2) Master key setting .................. 3 keys each 3) Blanks .................................... 25 extra 4) Grand master key setting......... 1 key E. All other materials as specified herein. MANUFACTURE A. Butts ! B. Locks and Cylinders C. Closers D. Overhead Stops ! E. Stops and Bumpers Stanley,Works, Hager, Lawrence, McKinney Corbin, Sargent, Russwin, Yale L.C.N., Norton, Yale Ives, Rockwood Mfg. Ives, Rockwood Mfg. DIVISION 8 - Page 9 of 14 DIVISION 8 - DOORS AND WINDOWS F. Exit Devices Adams Rite G. Kick, Mop and Armor Plates Brookline, Rockwood Mfg., Ives H. Push and Pulls Brookline, Rockwood Mfg., Ives L Silencers Glynn -Johnson, Ives. Rockwood Mfg. J. Key Cabinet Telkee K. Weatherstripping Zero, National Guard INSTALLATION A. Install door saddles full width of door opening scribed to frame, set in bed of caulking compound and anchored with 3/8" white bronze flush head expansion bolts 12" o.c. Provide removable cover plates of matching design where floor hinges occur. B. Install door weatherstripping at head and jambs with No. 8 stainless steel flat head machine screws 12" o.c. C. Finish Hardware 1. Receive, store and distribute all finishing hardware and assume the responsibility for its safety. Leave the protection wrapped around pieces of hardware as it is installed, properly maintain until the final completion of the building. 2. Do not install finishing hardware in the building until all wet work had been fully completed and dry. 3. Apply hardware not only to the work furnished under this Section but fit and adjust to work furnished under other Sections. 4. Accurately fit and secure hardware in place, adjust to operate perfectly and free from scratches and/or other defacement. 5. Assume responsibility for the condition and operation of all finished hardware until the issuance of the Certificate of Final Acceptance or until the building is occupied, whichever event is sooner. 6. Face hardware shall, after being fitted, be removed before the woodwork finish or painting is applied. 7. Immediately prior to completion of all work, go over the entire building with the Architect and see that each piece of hardware is undamaged, in perfect working order and that the proper key for the lock in question is identified. DIVISION 8 - Page 10 of 14 ! 4IVISION 8 - DOORS AND WINAS 8. Properly tag and identify all keys and turn over to the hardware supplier, for filing by him ! in the key cabinet. ADJUST AND CLEAN A. At time of completion of the work, the Contractor shall clean and adjust all hardware and ! replace any damaged parts. B. Setting Up: The hardware supplier shall gather together all keys and data concerning them and shall perform the actual work of setting up and putting into operation the complete key control system for the entire project. All keys shall be properly tagged, ! indexed and filed in the key cabinet in accord with the instructions of the manufacturer of the lock sets and as approved by the Architect. Keys shall be turned over to the Architect, who will issue a receipt for same. SCHEDULE ! For any doors which may be indicated on the drawings but not mentioned in the DOOR and HARDWARE SCHEDULE listed hereafter, hardware of the same kind, quality and function as that scheduled for similar proposed door shall be provided. GROUP A 1. Hinges: 3 - Stanley FBB179-4-1/2" x 4-1/2", stainless steel finish. 2. Door Closer: 1 - LCN 4040 Series Alum. finish w/ Hold -Open arm & metal cover. 3. Lockset/Exit device: 1 — Adams Rite 8300 series Mortise exit device, US321) (satin stainless) finish, Model 3001 Tubular fixed pull, 4036-01 mortise cylinder. 4. Silencers: 3 - Ives No. 20. 5. Weather stripping: Zero International system to metal frame & door sweep. 6. Threshold: Extruded aluminum ! GROUP B 1. Hinges: 3 - Stanley FBB179-4-1/2" x 4-1/2", stainless steel finish. 2. Lockset: 1 — Yale 540OLN series Key -In -Lever Bored Lockset, US32D (satin stainless) finish, Monroe MO Trim. ! 3. Silencers: 3 - Ives No. 20. ! END OF SECTION 08710 -FINISH HARDWARE DIVISION 8 - Page 11 of 14 DIVISION 8 - DOORS AND WINDOWS SECTION 08800 GLAZING A. Applicable provisions of the "General Conditions", the "Supplementary and Special Conditions" and "Division 1 General Requirements" form a part of this section. B. Furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all work including, but not limited to, the following: 1. Clear Glass 2, Tempered Glass 3. Insulated Glass QUALITY ASSURANCE A. All materials shall be free from defects impairing strength, durability or appearance and shall be of the best quality for the purpose specified. B. Glass shall meet Federal Specification DD -G-451 d. C. Glazing compound shall meet Federal Specification TT -G-410. SUBMITTALS Submit samples in accordance with the General Conditions, as requested by the Architect. DELIVERY, STORAGE AND HANDLING A. Deliver products to job site in ample time to facilitate the work of this section. B. Store all glass with due care to prevent breakage. Protect all glass on the project before, during, and after installation. MATERIALS A. Clear Glass: Type 1 - Primary glass (annealed float) Class t Transparent, Quality q-3 Glazing Select; 1/4" thick except as otherwise indicated. B. Laminated Glass: 2 sheets Type I -Primary Glass (annealed float) Class 1 Transparent. Quality q-5 Glazing B permanently laminated together with a 0.030" thick sheet of clear plasticized polyvinyl butyral. Finished thickness 1/4" except as otherwise indicated. DIVISION 8 - Page 12 of 14 • *VISION 8 - DOORS AND WINDOO C. Tempered Glass: Type 1 -Primary Glass (annealed float) Class 1 Transparent; Quality q-5 ♦ Glazing B; heat strengthened by manufacturer's standard process (after cutting to final size) to achieve a flexural strength of 4 times normal glass strength. Provide with MANUFACTURER'S SEAL INSCRIBED ON EACH LIGHT, 1/4" thick except as otherwise indicated. • D. Safety Glass: Laminated or Tempered as specified above for the following: 1. All doors, both exterior and interior. 2. All sidelights, both exterior and interior. 3. All vision panels, fixed or sliding. E. Insulated Glass: Two sheets of 1/4" thick Type 1 -Primary Glass (annealed float) Class 1 Transparent, Quality q-3 glazing select; permanently and hermetically sealed together at edges with spacers, sealant and metal protective edge binding; to provide a dehydrated air space 1/2" thick with a -60 degree dew point. F. Butt Glazing Compound: Silicone sealant. G. Glazing Gaskets: Preformed glazing gaskets formulated of a neoprene compound conforming to the requirements of ASTM C542. Gaskets shall be as detailed on the drawings and shall be as manufactured by the Standard Products Co. • • H. Glazing Compound: "Dap 1012" as by Dap Inc. or approved equal. I. Joint cleaner, primer and sealer: Recommended by the manufacturer of the primary glazing material for each specific use. J. All other materials herein specified. MANUFACTURE ♦ Unless otherwise noted above, provide products manufactured by Pittsburgh Plate Glass Co., Libby -Owens and Ford Glass Co. or A.F.G. Industries, Inc. INSPECTION • Examine conditions and be responsible for the proper arrangement and fit of the work. Correct discrepancies prior to proceeding with the work of this section. INSTALLATION • A. Perform all work using mechanics skilled in their trade and execute work in a first class manner. DIVISION 8 - Page 13 of 14 DIVISION 8 - DOORS AND WINDOWS B. Set all glass in a true plane, tight and straight, with proper and adequate clearance, tirmty anchored to prevent rattling and looseness, with all edges cleanly cut; do not nip or seam the edges. C. Cut and set sheet window glass with waves running horizontally. D. Set smooth surfaces of figured glass on the outside for exterior openings and on the corridor side for interior openings. E. Obtain and verify all measurements and size of work, accept responsibility for the correct and accurate fit of all work. F. Well bed and back putty glass and carefully remove all surplus glazing compound from doors, sash and adjoining work while still fresh. Finish glazing compound in true, even lines, neat and smooth faced. ADJUST AND CLEAN Upon completion of glazing, thoroughly clean all glass surfaces, correct all imperfections, replace and clean all damaged or broken glass before leaving project. END OF SECTION 08800 GLAZING DIVISION 8 - Page 14 of 14 0 DIVISION 9 - FINISHES . • GENERAL ♦ The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and contractors for items which might ♦ affect the work under this Division. TABLE OF CONTENTS - DIVISION NO.9 - FINISHES ' Included in this Division are the following sections: 09250 Gypsum Board 09771 Fiber Reinforced Plastic Panels/Boards 09910 Exposed Steel Painting 09920 Interior Painting ♦ 4 • ♦ DIVISION 9 - Page 1 of 12 • DIVISION 9 - FINISHES SECTION 09250 GYPSUM DRYWALL A. Applicable provision of the "General Conditions", the Supplementary and Special Conditions" and 'Division 1 General Requirements", form a part of this section. B. Furnish all labor, materials. equipment and appliances necessary or required to perforin and complete all gypsum drywall work including, but not limited to, the following: Type X Gypsum Board 2. Tape & Spackle 3. Trim and Accessories DELIVERY, STORAGE AND HANDLING A. Deliver all materials in their original unopened packages and store in an enclosed shelter providing protection from damage and exposure to the elements. Remove damaged or deteriorated materials from the premises. JOB CONDITIONS A. In cold weather and during the period of gypsum board application and joint finishing, maintain within the building a uniform temperature within the range of 55 F to 70 F. Provide adequate ventilation to eliminate excessive moisture within the building during this same period. MATERIALS A. Type X Gypsum Wall Board: As required, 5/8" thick unless otherwise noted, 48" wide in lengths as long as practical to minimize number of joints. B. Fasteners: Type S Bugle head screws. Lengths as recommended by manufacturer for the various panel thicknesses. C. Metal Trim: USG No.200 ('7" Molding). D. Corner Bead: Dur -A -Bead No. 103 E. Joint System: USG Perf-A-Tape Reinforcing Tape, with USG Ready -mixed Joint Compound All Purpose F. Control Joint: USG No. 093 DIVISION 9 - Page 2 of 12 • • DIVISION 9 - FINISHES • G. Adhesive: USG Durabond 90 * H. Gypsum vinyl panels: USG "Textone"; type, pattern and color shall be as selected by the Architect. Core shall be type X of thickness indicated on the drawings. I. Plastic trim: USG RPV series; including RPV -2 inside corners, RPV -4 end caps, and RPV -7 snap on battens. J. Vinyl foam tape: 1-1/2" wide (min.) 1/32" to 1/16" thick. K. Other materials hereinafter specified. • MANUFACTURE A. Above listed materials are manufactured by U.S. Gypsum. Equivalent products of National Gypsum or Celotex will be accepted. • INSTALLATION A. Apply wallboard with long edges parallel to, and centered over studs. Headers or backing must be provided behind horizontal joints. At no time should the comers of four boards meet at one single point. • B. For single -layer vertical application of gypsum panels, space screws 12" o.c. in field of panels and 8" o.c. staggered along vertical abutting edges. For horizontal panel application, space screws 12" o.c. in field and along abutting end joints. C. For double layer screw attachment, space screws 16" o.c. for both layers. Apply both • layers of gypsum panels vertically with joints in face layer offset from base layer joints. D. Wallboard joints on single layer, or the face layer on two layer applications, shall not occur within 12" of the comers of doorframes. • E. Provide metal trim at junction of wallboard and adjacent materials. Metal Corner Bead shall be securely installed at all external corners. Finish with joint compound, as required. F. Control joints shall be used to isolate wallboard surfaces where partition or furring runs • exceed 30 feet and installed in accordance with the wallboard manufacturer's recommendations. G. Fasteners shall be driven not less than 3/8" from edges and set to provide a 1/32" deep dimple. Screw lengths must be not less than 1/2" greater than the total thickness of material being fastened. DIVISION 9 - Page 3 of 12 • DIVISION 9 - FINISHES H. Using a broadknife, butter joint compound into recess formed by tapered edges of adjoining wallboard panels; fill channel evenly. Apply tape to full length of each joint, centering it over joint. Use moderate pressure on broadknife to embed tape in compound. Remove excess compound. Treat all butt joints and interior angles in a similar manner. Fill depressions around screw heads with first coat of joint compound. I. After first coat is dry, apply second coat of compound to joints and screwheads. 1 -Cather out compound on each side of tape. J. When second coat is dry, sand lightly. Apply finish coat of regular compound or topping compound to joints, nail heads and nicks. After 24 hours, sand smooth for paint finish. K. Gypsum vinyl panels shall be attached to metal furring in the following manner: Apply 8" long strips of vinyl form tape to face of furring strips positioned at 3'-0" o.c. Apply a continuous 3/8" bead of drywall adhesive to the entire face of furring between the vinyl foam tape. Immediately apply Gypsum Vinyl panels vertically and apply sufficient pressure to insure complete contact with both tape and adhesive. L. Finish panel joints, edges and corners with plastic trim moldings matching specified panels and installed according to manufacturer's directions. END OF SECTION 09250 GYPSUM DRYWALL DIVISION 9 - Page 4 of 13 • • DIVISION 9 - FINISHES 0 Ll SECTION 09771 - FIBER REINFORCED PLASTIC PANELS/BOARDS A. Plastic Panels (FRP): Glass -fiber reinforced polyester plastic panels without substrate backer • SUBMITTALS A. Product Data: 1. Catalog sheets, specifications, and installation instructions for each material specified. 2. Physical property data for plastic panels. B. Samples: 1. Plastic Panels and Plastic Boards: 12 inch square pieces. 2. Substrate Backer: 12 inch square pieces, each type. 3. Accessories and Moldings: 12 inches long, full section, each type. 4. Fasteners: One, each type. • 5. Adhesive: One pint, or standard size tube. 6. Laminating Adhesive: One pint. 7. Color Samples: Plastic panel manufacturer's standard colors and textures. C. Quality Control Submittals: • 1. Fabricator's Qualifications Data: a) Name and address of proposed fabricator and name and telephone number of contact person at proposed fabricator's facility. b) Names, addresses, and telephone number of 3 similar projects that the proposed fabricator's plastic boards have been installed at for a minimum of 3 years. • D. Contract Closeout Submittals: 1. Maintenance Data: Deliver 2 copies, covering the installed products, to the Director's Representative. ' • QUALITY ASSURANCE A. Fabricator's Qualifications: The fabricator of the plastic board shall be regularly engaged in the lamination of plastic panels to substrate backer for a minimum of 5 years, and shall be subject to the approval of the Director. • DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping: Deliver panels and boards with protection sheets intact on exposed finished surfaces. Deliver accessories and fasteners in original, unopened containers. • B. Storage and Protection: Store materials in a manner to prevent soiling. Protect materials from physical damage and wetting. • DIVISION 9 - Page 5 of 12 DIVISION 9 - FINISHES PROJECT CONDITIONS A. Environmental Requirements: Comply with manufacturer's written recommendations regarding environmental conditions under which materials can be installed. MATERIALS A. Plastic Panels: Glass -fiber reinforced polyester plastic panels; 1. kemlite Company, Inc., or approved equal. Finish: Suitable for laminating. Nominal Thickness: 1/2 inch. B. Substrate Backer: Particleboard; ANSI A208.1, Grade 1-M-1, 40.0 lbs./cu. ft. minimum average density, 1/2 inch nominal thickness. C. Accessories and Moldings: One piece extruded vinyl or aluminum, color to match plastic panels, thicknesses to match plastic panels and plastic boards. D. Fasteners: Plastic panel manufacturer's or plastic board fabricator's standard or recommended rivets sized to securely attach material to substrate, color to match plastic panels or plastic boards. E. Adhesive: Plastic panel manufacturer's standard or recommended high strength waterproof adhesive for substrate involved. F. Laminating Adhesive: High strength waterproof structural adhesive recommended and approved by both the plastic panel manufacturer and the substrate backer manufacturer. FABRICATION A. Factory laminate plastic panels to substrate backer to form permanently adhered plastic boards. INSTALLATION A. Install the Work of this Section in accordance with the manufacturer's printed instructions, except as shown or specified otherwise. B. Plywood Substrate Backer: Seal cut edges as required by manufacturers' instructions. C. Install moldings and trim plumb and level, within 1/8 inch in any 8 feet of length, in longest lengths practicable. Install division bars between panels in the same plane, inside corners at interior junctures, outside corners at external corners, and cap at top of panels and where panels abut dissimilar materials. DIVISION 9 - Page 6 of 12 • • DIVISION 9 - FINISHES • 1. Attach moldings and trim to substrate with concealed fasteners spaced not more than 2 inches from ends and 12 inches on center. 2. Showers and Kitchen Areas: a. Apply a continuous bead of Type 1D sealant to one side of channel trim piece. Install trim piece on leading edge of panel. Apply a continuous bead of Type 1D sealant to exposed channel and install the next panel. Continue in this manner until • installation is complete. b. Apply Type 1D sealant into each fastener hole before inserting fastener. CLEANING • A. Remove dirt and other foreign substances from exposed surfaces in accordance with manufacturer's printed cleaning instructions. END OF SECTION 09771- FIBER REINFORCED PLASTIC PANELS/BOARDS • • • • • DIVISION 9 - Page 7 of 12 DIVISION 9 - FINISHES SECTION 09910 — EXTERIOR PAINTING GENERAL A. Work under this heading shall consist of furnishing all tabor. materials, equipment and incidentals necessary to complete the painting of all exposed steel surfaces. PAINTING, CLEANING AND SURFACE PREPARATION A. Cleaning All steel work shall be cleaned in accordance with Steel Structures Painting Council SP -6 Commercial Blast Cleaning. Surface profile shall not exceed 1.5 mils. 2. Surfaces inaccessible to blast cleaning after assembly shall be blast cleaned beforehand. B. Shop Applied Primer Application shall be by spray, each coat with care, to thoroughly clean surfaces only, in accordance with all provisions of SSPC PA -1 Paint Application, specified dry film thicknesses maintained on edges and corners; sharp cut edges shall be uniformly relieved to form a slight radius sufficient to permit proper wrap of the coatings. 2. Manufacturer's printed label instructions for all handling, applying and re -coat intervals, shall be followed. No work shall be performed when temperature and humidity conditions are outside the limitations stated by the coatings manufacturer. 3. Do no apply paint to feying surfaces of high strength bolted friction connections or at areas to be welded, except as permitted by AISC Manual of Construction. 4. Handling, shipping and erection of painted steel shall not be performed until thoroughly dry. Special care shall be exercised to avoid abrasion or other damage to the coated surfaces. Stacking and storing of painted members - in the shop, in transit and at the job site - shall be done using softeners and timbers to keep individual members free from contact with the ground, and with each other; and shall be protected from soiling by adjacent fabrication or construction operations. C. Field Applied Coatine 1. Application shall be by spray, each coat with are, to thoroughly clean surfaces only, in accordance with all provisions of SSPC PA -1 Paint Application, specified dry film thicknesses maintained on edges and corners; sharp cut edges shall be uniformly relieved to form a slight radius sufficient to permit proper wrap of the coatings. DIVISION 9 - Page 8 of 12 e • DIVISION 9 - FINISHES • 2. Touch-up after erection shall consist of smoothing all damaged painted or galvanized areas and building back each coat to achieve initial condition. Where abraded to bare metal, and all other bare surfaces such as on field welds, bolts, washers, and nuts - the surfaces shall be cleaned to the standard of the shop applied system and painted with the two coat system, in proper recoating intervals. Galvanized surface shall omit the primer except where required for touch-up of • damage to galvanize. D. Coating Materials 1. Surface Preparation: SSPC Commercial blast cleaning as a minimum. Remove all A mill scale. 2. Shop applied primer: No. 90-97 TNEMEC - Zinc (By Tnemec Company, Inc., . Kansas (816) 483-3400) at 2.5 - 4.0 mils dry film thickness or approved equal. A 3. Field Touch-up: (In addition to Item C, Paragraph 2, Page 9- 25) No. 90-97 TNEMEC - Zinc as all touch-up. 4. First Field Coat - apply to all steel, 1 coat 163 Varacure at 4.0 - 6.0 mils dry film thickness, or approved equal. A 5. Second Field Coat - apply to all steel, 1 coat 163 Varacure at 3.0 - 5.0 mils dry film thickness or approved equal. 6. Colors shall be as selected by the Engineer A 7. Any coating substitutions will be considered for approval if submitted by copy of data sheets that include performance criteria of: The specified coating, the coating proposed, a schedule listing the specification article paragraph number, the specified product and the proposed product; and color charts. Minimum dry film thickness herein specified shall hold precedence over whatever recommendations are made for A other supplier's products. 8. Galvanizing where shown on the Drawings conform to ASTM A- 123. NOTE: 163 could be applied by spray in one coat at 7-10 mils dry film thickness. A END OF SECTION 09910 — EXTERIOR PAINTING A 0 DIVISION 9 - Page 9 of 12 DIVISION 9 - FINISHES SECTION 09920 — INTERIOR PAINTING WORK INCLUDED A. Painting of interior walls, ceilings, doors, frames. trim and unfinished surfaces as indicated on Drawings. EXAMINATION AND COORDINATION A. Study the Drawings, Specifications and job conditions to determine the extent of painting and finishing. B. Examine surfaces prior to the application of paint. Give notice of any defects which are detrimental to the proper and timely performance of the work. PAINT MATERIALS A. All finish paint colors used shall be as selected by the Owner and or Engineer / Architect. EXTRA STOCK A. Amount: Upon completion of the work of this section, deliver to the Owner an extra stock equaling 10 percent of each color, type, and gloss of paint used on the work. B. Packaging: Tightly seal each container and clearly label with the contents and location used. APPROVED PAINT MANUFACTURERS A. Typical enamels and emulsions shall be as manufactured by one of the following or approved equal: • Benjamin Moore & Company • The Glidden Company • Sherwin-Williams Company • Or approved equal DELIVERY AND STORAGE A. Deliver materials to the job site in original containers and packages bearing the manufacturer's name, type and brand. Paints shall be delivered ready -mixed except as otherwise approved. B. Store materials and equipment used on the job in a single designated space. Keep storage area neat and clean and floors adequately protected from paint spillage. Place cloths and cotton waste which might constitute a fire hazard in metal containers, remove at the end of each work day. D[VIS10N 9 - Page 10 of 12 • • DIVISION 9 - FINISHES • PREPARATION • A. General - Surfaces to receive paint shall be clean, dry and free of all matter which will affect adhesion of paint or appearance of finished surfaces. • • B. Fixtures: Remove lighting fixtures, canopies, switch plates, receptacle plates and the like before painting adjacent surfaces; replace after painting. Protect flush type fixtures. C. Protection of Adjoining Surfaces: 1. Prior to application of paint, remove fixture frames, escutcheons, cover plates and other similar objects on walls and store in protected area until ready to be replaced. 2. Use tarpaulins, drop cloths, masking tape and other suitable covers as required to protect adjacent and underlying surfaces which are likely to be stained, spotted or otherwise marred. PAINT APPLICATIONS • A. Material for succeeding coats on any one surface shall be the product of the same manufacturer furnishing the first or primer- sealer coat for that particular surface except where metal primer is used applied in accordance with manufacturer's recommendation. • B. Exercise care so that paint does not splatter. When splattering does occur, remove promptly. • C. Primer and intermediate coats of paint shall be unscarred and completely integral at the time of application of each succeeding coat. Each coat of paint shall be inspected and approved before the succeeding coat is put on. Tint each coat of paint a slightly different shade for identification of the different coats. D. The number of coats hereinafter specified is in addition to any shop primer coats. PAINTING SCHEDULE • A. General 1. Refer to Drawings for extent of painting work. 2. The following schedule shall be construed as a general guide for complete painting and • finishing including all spaces, surfaces and items of furnishing or equipment except those surfaces and items specifically referenced as factory finished or as not requiring job finishes. 3. Materials for succeeding coats on any one surface shall be compatible products of the same manufacturer. • 0 DIVISION 9 - Page 11 of 12 DIVISION 9 - FINISHES B. Schedule 1. Primed Ferrous Metals i.e. Lintels (where required) (Other than Steel to be painted with Tnemic) a) Two coats ...... Alkyd flat or alkyd enamel (as selected). 2. Finished gypsum board and trim and all fascia and trim on exterior. a) One coat ...... Latex Primer b) Two coats ..... Alkyd Flat or Enamel (as selected) CLEAN-UP A. Upon completion of the work, remove staging, scaffolding and containers from the site, leave storage areas in acceptable condition. B. Replace fixture frames, escutcheons, cover plates and other similar items which were removed during painting. Paint stops and stains shall be completelN removed without damage to surface. END OF SECTION 09920 — INTERIOR PAINTING DIVISION 9 - Page 12 of 12 0 0 DIVISION 10 - SPECIALTIEO GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 10 - SPECIALTIES Included in this Division are the following sections: + 10430 Exterior Signs 10800 Toilet and Bath Accessories • • • • C7 • DIVISION 10 - Page I of 4 0 DIVISION 10 - SPECIALTIES SECTION 10430 - EXTERIOR SIGNS GENERAL Furnish labor, materials, equipment and appliances necessary or required to perform and complete all work including, but not limited to, the following: Painted Cast Aluminum Lettering and Mounting SUBMITTALS Shop Drawings: Submit scaled shop drawings showing fabrication method, finish, anchoring methods, layout, and installation method. PRODUCTS CAST LETTERS A. Scope: The project shall include cast letters as described below, to be installed by contractor. Letterstyle, finish and mounting to be determined by owner. B. Acceptable Manufacturer: Subject to compliance with requirements, provide products manufactured by A.R.K. Ramos Architectural Signage Systems, Oklahoma City Oklahoma, Toll Free 1-800-725-7266, Fax 405-232-8516 or approved equal. C. Fabrication of Letters: Fabricate letters to comply with requirements indicated below and as indicated on drawings. 1. Cast letters: Form letters by sand casting. Produce characters with smooth flat faces, sharp corners, precisely formed lines and profiles, free from pits, scale, sand holes and other defects. Cast anchoring devices into individual letters as required for anchorage. D. Template: Provide full size paper mounting template showing hole placement and location of mounting holes. E. Finishes: Colors and surface textures for exposed letters as selected by the architect from the manufacturer's standards. INSTALLATION A. General: locate sign units and accessories where indicated, using mounting methods of the type described and in compliance with the manufacturer's instructions. DIVISION 10 - Page 2 of 4 J • DIVISION 10 - SPECIALTIESO 1. Install signs level, plumb, and at the height indicated with sign surfaces free from distortion or other defects in appearance. • B. Cleaning and Protection: After installation, clean soiled sign surfaces according to the manufacturer's instructions. Replace all work showing any defects or blemishes without additional cost to owner. Protect units from damage until acceptance by the owner. • END OF SECTION 10430 — EXTERIOR SIGNS • • • C • • • 0 DIVISION 10 - Page 3 of 4 DIVISION 10 - SPECIALTIES SECTION 10800 - TOILET AND UTILITY ROOM ACCESSORIES SCOPE A. Toilet accessories specified herein have been selected from the current catalog of Bobrick Washroom Equipment, Inc. Products of equal quality, design and function. will be approved. B. Installation of all equipment shall be done in strict accordance with the approved manufacturer's printed directions utilizing the proper anchorage and attachments to the various wall finishes as designated by the manufacturer. C. Location of the various accessories not indicated on the Drawings shall be placed at the direction of the Engineers in the field. SHOP DRAWINGS Submit complete and accurate shop drawings, details or illustrated literature to the Engineer's approval. No installation shall be made prior to approval of the Engineer. SOAP DISPENSER A. Shall be as manufactured by "Bradley Co.", Milwaukee, WI or approved equal by the Engineer. Style shall be model 6562 all purpose (stainless steel). TOILET TISSUE DISPENSERS A. Shall be as manufactured by Bradley, model No. 5412, recessed dual roll or approved equal. PAPER TOWEL DISPENSERS A. Shall be as manufactured by Bradley, model No.250-15 or approved equal. �. A. Shall be as manufactured by Bradley, Model No. 812, or approved equal. Standard finish size as shown on the Contract Drawings. MIRRORS A. Minors shall be as manufactured by Bradley, or approved equal. Style shall be model 720 size as indicated on Drawings. END OF SECTION 10800 - TOILET AND UTILITY ROOM ACCESSORIES DIVISION 10 - Page 4 of 4 • • DIVISION 11- EQUIPMENIO GENERAL • The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might • affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 11— EQUIPMENT Included in this Division are the following sections: • 11721 Scale Video Monitoring System 11780 Radiation Detection System 11822 Gas Detection System • C • • • • 0 DIVISION I 1 - Page 1 of 9 DIVISION 11 - EQUIPMENT SECTION 11721— SCALE VIDEO MONITORING SYSTEM SCOPE Work under this heading shall consist of furnishing all labor, materials, equipment and incidentals necessary to complete the installation of a surveillance monitoring system to include but not be limited to the following: A. Ultra high resolution color cameras (4) B, Camera power supply C. Camera weather enclosures (4) D. Mountings E. Color Monitors (2) F. All Cables and Wiring G. Color Digital Video Recorder H. Setup and training INTENT The intent of this monitoring system is to provide a total of four (4) high resolution color cameras that can clearly identify the vehicle's license plate on each scale and the ability to examine the contents of the waste material inside a conventional trailer body. Each of the two scale operations shall have two cameras (high/overhead and low) with a 10" color monitor (desktop or mounted) at each work -station located in side of the scalehouse. The scale operator (2) shall have the ability to toggle between the two respective views or have the ability to view both camera views simultaneously (overhead and license plate) split-screen. All four cameras shall be integrated to a color digital video recorder housed inside of the scalehouse building. GENERAL A. The Contractor shall furnish and install atotal of four (4) cameras as specified to locations defined on the contract drawings. B. Each camera shall be properly fastened inside of specified protective housings, free from any extepnal sources of moisture. The protective enclosures shall also regulate temperature conditions to eliminate fogging (condensate), freezing or over temperature conditions. C. The Contractor famish and install include two (2) high resolution color monitors and a color digital video recorder as specified. D. Tile Contractot shall provide full service of aii equipment, including changing of lenses for fine tuning of fields of view, recording equipment setup, adjusting mounting stands and training of all personnel required to use the system. E. All cables and wiring necessary for the installation of the complete monitoring system shall be neatly concealed to minimize exposure along the outside of the building as well as the interior workspace of the scalehouse. Any penetrations through the building shall be sealed to prevent any external moisture intrusion. DIVISION 1 I - Page 2 of 9 • • DIVISION 11- EOUIPMENO EQUIPMENT • 1. Cameras shall be high resolution fixed, auto iris cameras and have the following minimum properties: 1. Signal System: NTSC or PAL 2. Imagining Device: 1/1" Inch Interline color CCD (Super HAD) • 3. Scanning System: 2:1 Interlace 4. Power: 12VDC or 24 VAC 5. Horizontal Resolution: NTCS-450TV lines, PAL- 440 TV Lines 6. Signal-to-noise Ratio: 48db 7. Min Illumination sensitivity: 1 lux (f2.0) • 8. Video Out: 1 Vp-p Composite (75ohm) 9. Auto Gain Control 10. Exposure: Automatic Control w/DC Iris meter (1/60-1/100,000) 11. Auto White Balance 12. Auto or Manual (switch selectable) Backlight compensation • B Lenses shall be color hi -resolution only and must meet the following specifications: 1. Focal Length: 3-6mm • 2. Format size: 1/4 inch 3. Relative aperture (F): 1.2 to 1.5 4. Auto iris, manual focus, and manual zoom 5. The Angle of view must be 72°-36° deg in the horizontal position and 52°- 26° deg in the vertical position. • C. The Four (4) camera housings shall consist of two ICS -300 Series Camclosures to be mounted to separate support poles and two DF5HD-PG-E1 series fixed heavy duty pendant mount domes to be mounted to a 20' high light pole. All housings are to be manufactured by Pelco (800-289-9100) and/or approved equal. • D. The power supply shall be MSC4-2B series power supply as manufactured by Pelco or approved equal. The power supply must have 120/230VAC input, four circuit breaker with 24VAC outputs, and total capacity of 2A (45vA). • E. The color video digital recorder shall be model DX -7108-120 as manufactured by Petco or approved equal, and have the following minimum properties: 1. Input: 100-240VAC, 50/60 Hz, 210watts 2. Celeron -CPU, 256MB- RAM, 120GB Total HDD Space • 3. Image Size: NTSC 320X240; PAL 352X288 4. Compression: M-JPEG 5. Video Inputs: 8 , Video Outputs: 2, Alarm Inputs: 8, Control Output: 8 • DIVISION 11 - Page 3 of 9 DIVISION 11- EOUIPMENI 6. Data Transfer Rate: Write -52X (7.8MB/sec), Rewrite- 24X(3.6MB/sec), Read -52X Max (7.2MB/sec) 7. Video Playback (VCD): 32X max. (6MB/sec) S. Keyboard, PS/2 mouse, RS -422 converter. Windows 2000. DX7100RX remote site software, and rack ears must also be include in an accessories pack. F. The Color Monitors shall be Pelco model PMC I OA or approved equal. The Monitors shall be a minimum of 10 inches and have the following minimum properties: I. Input voltage: 90-260VAC, 50-60 Hz auto -ranging 2. Power consumption: 95 watts 3. Resolution: 350TV lines 4. Viewable picture size: 10 -inch diagonal 5. Sweep linearity: 10% 6. Speaker output: 1.0 watt (-3dbV) CAMERA POLE A. Steel 4" Straight Square Poles: Pyramid Lighting Group, Inc.'s, Gardco Lighting `Gullwing" 18 Poles Series SSS20-4-11, or approved equals having: 1. 20' height. 2. Pole shall be steel plate longitudinally welded providing a minimum yield strength of 36 KSI. 3. Removable top cap. 4. Handhole opening shall be reinforced with cover plate and attachment screws. The handhole shall be located 180° with respect to the luminaire arm. 5. Base cover shall completely conceal the entire base plate and anchorage. 6. Anchor bolts shall be cold rolled steel with minimum yield of 50 KSI. Bolts shall have an "L" bend on one end with 7. Four 5/8 inch diameter anchor bolts, 18 inches long with a 4/2 inch right angle leg. Anchor bolts to be completely hot dipped galvanized. Include 2 galvanized nuts, I lockwasher and 2 flatwasher with each bolt. Template for setting anchor bolts. 8. Finish color shall be natural aluminum. CONCRETE BASES As detailed on the drawings for the standard light pole base. Bases may be precast or poured in place. RIGID NONMETALLIC CONDUIT PVC Plastic Conduit and Fittings: Carlon Electrical Sciences Inc.'s Phis 40, Certain Teed Corp.'s Schedule 40, National Pipe Co.'s Schedule 40, or Queen City Plastic Inc.'s Schedule 40. END OF SECTION 11721— VIDEO SURVEILLANCE SYSTEM DIVISION 11 - Page 4 of 9 f 0 DIVISION 11 - EQUIPMEN10 C SECTION 11780 —RADIATION DETECTION SYSTEM Under this Item, the Contractor shall supply all labor, materials, equipment and incidentals necessary to furnish and install a radiation detection system at the proposed truck scale. ! SUBMITTAL The Contractor shall submit shop drawings and specifications to the Engineer, for approval, for the proposed radiation detection system, foundations and equipment placement prior to delivery to the site. ! MATERIALS A. Radiation Detection System: The radiation detection system shall be Model 3500- 1000RWM Waste Monitor as manufactured by Ludlum Measurments, Inc. (325-235- 5494) or approved equal. The System shall provided shall include: 1. (1) Microprocessor Based Electronics 2. (2) 480in Plastic Detectors with 200' Cables 3. (1) 5" Diameter Red Alarm Strobe with 50' Cable 4. (1) 40 Column Date/Time Printer ! Detector Assemblies - The radiation detection assembly shall be feature the following: I . Two detectors for pole mounting. 2. Medium and high energy gamma emitters. 3. Detection volume of 960 cubic inches. 4. Remote microprocessor, high voltage supply, photomultiplier divider assembly, ! pulse height discriminator and line driver electronics. Control Unit - The radiation detection assembly shall be feature the following: 1. Maximum sensitivity is set automatically. 2. READY (green) and ALARM (red), LOST SIGNAL (yellow) ! 3. Sound for alarm and alert conditions, with push button resets 4. Background compensation from 4-34 deviations. 5. Continuous self diagnostics 6. Meter shall be 3.5"arc, 1 mA analog type, with a meter dial of 0-25keps 7. Must contain a 9 pin connector to allow a computer/printer to be connected ! 8. Must contain a 5 pin connector for connection of external alarm indicators 9. Must contain a 3 pin connector for connection of external alarm indicators C. Checkout and Training: The Contractor shall provide one (1) day of checkout and training of the completely installed radiation detection equipment. The Contractor shall ! coordinate the training with the Owner of the facility. • DIVISION 11 - Page 5 of 9 DIVISION 11 - EQUIPMENT D. Foundation/posts/housing: The Contractor shalt provide concrete foundation and Steel Square posts for the detector assemblies. Foundations and steel posts shall meet manufacturer's recommendations. The Contractor shall assemble a steel housing around each detector as shown on the contract drawings. The steel shall be '/I' plate steel grade 836. E. Conduit: The Contractor shall furnish and install dedicated 1" diameter schedule 40 PVC conduits from each detector assembly in the scale horse. The conduit shall be installed in the most direct path available, with necessary fittings, connectors. etc. necessary to provide watertight terminations at each end. F. Bollards: Four bollards shall be furnished and installed for protection of the post mounted detector assemblies. The bollards shall be 6" diameter concrete filled schedule 40 steel pipe and painted fluorescent yellow. Foundations for bollards shall be 18" in diameter and 30" deep. The overall height of the bollard shall be 6" higher than the detector assemblies; each detector shall have 2 bollards. END OF SECTION 11780 — RADIATION DETECTION SYSTEM DIVISION 1 1 - Page 6 of 9 • • DIVISION 11- EQUIPMENIO SECTION 11822 - GAS DETECTION SYSTEM • GENERAL A natural gas (LEL) and carbon monoxide (CO) detection system shall be supplied for the relocated scale house building. The system shall consist of a single control panel, (3) remotely mounted LEL sensors, and (1) remotely mounted CO sensor. The system shall be the Mine • Safety Appliances Co. QuadGas II control panel with Ultima XA gas sensors, as distributed by Vanguard Controls Inc. at (973) 691-2246, or approved equal. Contractor is responsible to furnishing all labor, materials, equipment and incidentals necessary to complete the installation and testing of a gas detection system • EQUIPMENT A. Natural Gas Sensor Requirements 1. The natural gas sensor shall be the catalytic -bead type, MSA Model Ultimax-A-31-E or • approved equal. The detector shall have a detection range of 0-100% LEL and a demonstrated resistance to silicones and reduced sulfur compounds. The transmitter shall have built-in display with non -intrusive calibration, and shall be rated NEMA 4X. Transmitter output shall be 3 -wire, 4-20 mA. 2. The sensor shall be dual-condulet type, whereby the sensor housing and transmitter • housings are separate. Two of the LEL sensors shall be mounted in the crawlspace below the building with their respective transmitters inside the building. The crawlspace sensors shall incorporate a sensorgard fitting and remote calibration tubing allowing normal calibrations to be performed from within the building at the transmitter location. • 3. The contractor shall install the sensors per the manufacturer's guidelines, and shall famish and install the necessary signal cable in conduit between the sensor, transmitter, and the control module. • B. Carbon Monoxide Sensor Requirements 1. The CO sensor/transmitter shall be the electrochemical type MSA Model Ultimax-A- 11-B or approved equal, with a detection range of 0-100 PPM and 3 -wire 4-20 mA output. The transmitter shall be rated as NEMA 4X. • The contractor shall install the sensors per the manufacturer's guidelines, and shall furnish and install the necessary signal cable in conduit between the sensor/transmitter and the control module. • • DIVISION 11 - Page 7 of 9 DIVISION 11 - EQUIPMENT C. Control Panel Requirements 1. The control panel shall be wall mount type MSA Model 215345 QuadGas tl Gas Monitor/Controller, or approved equal. The Panel shall have a NEMA 4X rating, and shall operate on 115 VAC, 50/60 Hz power. The panel shall be capable of supporting, Lip to (4) remote gas sensors. 2. A scanning module with three digit LED readout shall be provided for the purpose of displaying the gas value of each sensor and initiating alarms. 3. Visual Alarm Indicators - The monitor shall have a separate indicating lights for each of (2) alarm levels and system fault light. 4. Alarm Set Point Levels — Two separate alarm set point levels shall be provided for each channel (warning and alarm). Each set point shall be independently adjustable for any value in the readout range. 5. Each gas channel shall have one SPDT, 8 amp waming relay. Common SPD"1, 8 amp alarm, horn, and fault relays shall also be provided. 6. Audible Alarm - A 75 db audible buzzer shall be integral to the panel, and shall have an associated SPDT horn relay for energizing remote audible devices. 'I he integral buzzer and horn relay shall be capable of reset during active alarm events. D. Remote Alarms Upon any detection of natural gas above 20% LEL or CO above 25 PPM, red strobe/buzzer unit shall be activated inside the building, and the crawlspace exhaust fan shall be automatically engaged thought the alarm panel's relays to exhaust any gases within the crawlspace. E. Foundation Exhaust Fan Contractor shall lumish and install a foundation exhaust fan within the crawlspace at the proposed locations. The Exhaust fan shall be a Model SE -12-432-C13 as manufactured by Greenheck (715-359-6171) or approved equal. The fan shall be wired in to the MSA control panel so that in the event of an alarm situation from the gas detection sensors located within the crawlspace, the exhaust fan will engage automatically to cleat the crawlspace of any dangerous gases. The fan shall automatically remain on until the sensors are no longer in alarm mode. The Fan shalt have the following minimum properties: 1. Fan Shall be 1/8 Hp 2. Fan must be explosion proof 3. CFM Rating: 438 min 4. Motor RPM: 860 DIVISION 11 - Page 8 of 9 • 0 DIVISION 11- EOUIPMENO F. Calibration Accessories • Contractor shall furnish a calibration kit with sufficient test gas to allow for quarterly calibrations for two years following initial start-up. Kit shall include a hand-held IR calibrator allowing one-man calibration at the Ultima XA gas sensor locations. • G. Start -Up and Training Service Contractor shall provide the services of a factory representative for the purpose of initial start- up, calibration, and training of the Owner's personnel in proper system operation and maintenance. • END OF SECTION 11822 - GAS DETECTION SYSTEM • • • • • • 0 DIVISION 11 - Page 9 of 9 0 ASION 13 - SPECIAL CONSTRIJAN GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might 0 affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 13 — SPECIAL CONSTRUCTION Included in this Division are the following sections: 0 13046 Information Booths 13120 Steel Deck Motor Truck Scale 13122 Pre -Engineered Metal Building Systems 13410 Above Ground Double Wall Storage Tanks u • El • • • 0 DIVISION 13 - Page 1 of 28 DIVISION 13 - SPECIAL CONSTRUCTION SECTION 13046 — INFORMATION BOOTHS GENERAL Provide all labor, equipment and materials to furnish and install prefabricated portable steel building(s) where shown on the contract drawings. the installation shall include but not be limited to: 1. Site/foundation work. 2. PVC stub for electric 3. Unloading, placement, installation and anchoring. SUBMITTALS 1. Catalog sheets, specifications, and installation instructions for each material specified. 2. Physical property data for prefabricated booths. Prefabricated building manufacturer shall provide the locations and owners of 3 similar buildings that have been in service more than three years so that the architect can inspect on site and obtain a statement from the owners on the quality of workmanship (fit and finish). SUBMITTALS Upon award of order, manufacturer shall prepare and submit shop drawings for each different building required for this project. Drawings shall include elevations, section, floor plan, electric schedule, service entrance locations, and anchor clip detail. Color charts illustrating available colors and patterns for specified finishes shall be submitted to owner for prompt selections. QUALITY ASSURANCE Structures shall be the product of a manufacturer with a minimum of 20 years - documented experience in the design and fabrication of portable steel buildings. 2. The recommended manufacture is Par -Kut International, Inc., 40961 Production Drive, Harrison Township, Michigan, 48045, Phone (586) 468-2947, Fax (586) 463-6059, website: www.parkut.com, email: sales(u',parkutcom, or approved equal. 3. Manufacturer shall maintain and furnish proof of maintenance of quality assurance program with regularly scheduled independent third party testing. Production process will include a minimum of 5 -stage, 35 -step inspection. 4. Prefabricated buildings by manufacturers other than the one approved shall submit sufficient data to enable approval to be given. As a minimum: design drawings and/or DIVISION I3 - Page 2 of 28 • 101SION 13 - SPECIAL CONSTRUAN calculations, applicable certifications, catalog information, and color samples showing equal range of variety. 5. A request for substitution must include a list of three or more projects in satisfactory service for not less than three years that use products identical to those being proposed for substitution. For each project, provide name, address, and telephone number of the A/E firm, the contractor and the owner. Requests for substitution after bids have been submitted will not be considered. 6. Electrical devices factory installed within the prefabricated building shall be UL listed. Factory installed wiring system shall bear UL Classification label certifying compliance with the current NFPA's National Electrical Code • 7. Adherence to applicable portions of state and local building codes is the responsibility of the installing contractor. Building manufacturer shall not be responsible for permits, special engineering calculations or architectural type drawings unless otherwise notified in writing three weeks prior to release of bid document. 8. Design loads: Live Loads: Floor 50 PSF, roof 50 PSF, wind 100 MPH. PRODUCTS 1. The attendant's booth shall be a Pre -assembled unit. The unit shall be Model 86 PRES as • manufactured by Par -Kut International, Inc or approved equal. Unit shall include hip roof, colonial style window mullions and architectural wall treatment. 2. Structure: Prefabricated steel building shall be single unit welded steel construction with 14 -gauge galvannealed steel panels and tubing on the exterior and 18 -gauge galvannealed steel interior panels. Exterior walls beneath window line shall include raised rib architectural tube steel treatment utilizing 1" x 2" ribs and a formed 1-1/2" by 6" formed base panel. Building to be shipped completely assembled. All welded joints ground smooth. Aluminum or fiberglass construction not acceptable. • 3. Base and floor: Base height shall be 4 inches for outside use. Floor shall be 12 -gauge galvanized steel, 4 -way tread plate. Four 1/4" steel angle anchor clips with pre -drilled holes are provided to secure building. Anchor bolts by installer shall be galvanized or stainless steel. 4. Door(s) shall be top -suspended heavy duty sliding galvannealed steel, 18 -gauge • minimum, fully weather-stripped. Include Adams Rite® #1850 hook bolt type lock, view window and all roller assembly hardware. Trolleys shall be ball bearing, adjustable pendant type. 5. Windows: Shall be steel construction, properly primed and finish painted, fabricated in • decorative colonial style. Perimeter window mullion shall be 1-1/2" x 1/4" and inner window mullions shall be 1" x 1/4". All windows shall be fixed unless clearly stated 0 DIVISION 13 - Page 3 of 28 Di VISION 13 - SPECIAL CONSTRUCTION otherwise. Windows will have interior anodized aluminum stops screwed in place for easy glass replacement, if required. Furnish glass of type specified herein. Windows shall be squared and weather -seated at the factor%. 6. A cashier's window shall be installed in one window location as shown on the contract drawings. The window shall be a full height, side -sliding window. 7. Glazing: All windows and doors shall contain clear tempered safety glass. 1,'4" minimum thickness. 8. Finish: All steel surfaces shall be painted with rust inhibitive epoxy primer. All exposed interior and exterior steel surfaces shall be painted with one finish coat of industrial acrylic epoxy. Choice of single color of paint for the building and one separate color for the roof as selected by owner from manufacturer's standards. Additional colors available for extra charge. 9. Canopy: Shall be 14 -gauge galvannealed steel and shall extend 6" beyond the side walls. At soffit, underneath the overhang, supply decorative crown molding. Standard fascia height shall be 3". Omit hip roof for buildings to be located within a garage or under cover. 10. Roof: Roof surface shall be 14 -gauge galvannealed steel sheet with 1" standing ribs 12" — 16" on center. Roof welded, caulked and weatherproofed. 4:12 pitch minimum. Hip roof will have ridge cap covers fabricated of formed 14 -gauge galvarmealed steel. 1/2" perimeter drip edge standard. 11. Insulation: Walls shall be insulated with 2" rigid fiberglass board, R=10. Roof structure fully insulated, R=17.4. 12. Work counter: One 18" minimum depth 14 gage painted steel counter across width of booth. Include one (1) 16" wide steel storage drawer, and one (1) locking cash draw. Counter shall be welded in place. Include one electrical cord access hole. 13. Electrical: Unit shall be delivered complete with all wiring required for two -lamp shielded fluorescent light with lamps and wall switch, one I l OV duplex outlet, heater. and a 100A 12 -circuit load center with 100A main. All wiring copper No. 12 minimum, enclosed in EMT. All fittings. wiring devices and fixtures UL listed. Ready for site connection. Three wire 240/120V single-phase service required. Thru-wall a/c optional. 14. Heating/Cooling: Electrical wall unit shall be a combination heat/cool unit. The unit shall be fan -forced type including integral thermostat. Minimum size shall be 120V/1 500W. EXECUTION The Contractor is responsible to install prefabricated buildings on flat and level concrete pad in accordance with the manufacturer's recommendations and placement drawings. Position units over utility stub -ups, verify building is level and anchor. END OF SECTION 13046 — INFORMATION BOOTHS DIVISION 13 - Page 4 of 28 ASION 13 - SPECIAL CONSTRUAN SECTION 13120 - STEEL DECK MOTOR TRUCK SCALES 40 TON WITH ANALOG LOAD CELLS • GENERAL PROVISIONS All work shall conform to the requirements of the following: 0 • Furnish and install one steel platform motor truck scale and associated electronic controls. 0 The scale shall have a clear and unobstructed weighing surface of not less than 70 feet in length by 11 feet in width. The scale shall be fully electronic in design and shall incorporate a restraint system that limits motion of deck. The scale shall be designed to perform as a single weighing platform and shall be of flat top design. ■ The scale shall have a gross weighing capacity of 135 tons and shall have a concentrated load capacity of 40 tons. • The scale shall be designed to accept vehicles, which generate up to 80,000 lbs. per tandem axle. • The scale shall be calibrated 200,000 lb. by 20 lb. increments. • Load cells shall be constructed of stainless steel. • • The scale must have no more than 8 load cells. • The scale shall be NTEP certified and shall meet the requirements as set forth by the National Institute of Standards and Technology Handbook 44, current edition for class III L devices. The scale manufacturer shall provide a Certificate of Conformance to these standards. Provisional certification will not be acceptable. • The design and manufacturer of the scale weighbridge, load cells, digital instrument, and associated accessories, shall be one manufacturer to maximize compatibility and availability of components and design. The manufacturer shall provide with the bid proposal a listing of major spare parts and their prices including but not limited to, replacement load cells, digital instruments, junction boxes, circuit boards, and associated accessory parts. 0 • The scale shall be a Cardinal Model 13570 -EPR or equal. A DIVISION I3 - Page 5 of 28 Lr VISION 13 - SPECIAL CONSTRUCI WN SCALE FOUNDATION REQUIREMENTS The foundation shall meet all local requirements and the minimum specifications as stated in this section. • The minimum soil bearing required shall be 3,000-psf minimum. The foundation shall extend to the frost line at the load cell piers. The areas between the load cell piers are not load bearing and are for cover. • The foundation shall provide a minimum of')" of clearance to the weighbridge. • The approach slab shall be a maximum of 15 1/2" above grade. • The foundation shall be constructed of concrete with a minimum strength of 3,500 psi. • The entire foundation shall be tied together by a minimum of 6" X 6", 10 gauge woven wire mesh, which shall cover the entire length and width of the foundation. • The foundation shall be constructed to provide positive drainage away from the foundation. • The foundation shall be designed to include two approaches, one at each end of the scale in accordance to local regulations and to the guidelines of the National Institute of Standards and Technology Handbook 44, current edition. WEIGHBRIDGE SPECIFICATIONS All work shall conform to the requirements of the following: • The scale weighbridge shall be capable of weighing trucks having a tandem axle weight of up to 80,000 lbs. • The weighbridge shall consist of 3 prefabricated modules. • The weighbridge shall allow side access to load cells and junction boxes. The deck modules are to be designed with interlocking yoke and pin arrangement for "no bolt" assembly. ■ All required junction boxes, load cells and interconnecting cables shall be furnished and installed at the job site. • All work shall conform to the requirements of the following: o The weighbridge and load cell mounting assemblies shall be designed to allow installation or replacement of a Load cell with only one additional inch of clearance required between the top of the foundation and the bottom of the weighbridge. DIVISION 13 - Page 6 of 28 • ASION 13 - SPECIAL CONSTRUAN • o There shall be no bolted connections between the load cell and weighbridge assemblies. SURFACE PREPARATION AND FINISH The weighbridge shall be shot blasted to a minimum of SSPC SP6 specification prior to painting, then coated with Sherwin-Williams EPOLON II epoxy in Cardinal blue. LOAD CELL SPECIFICATIONS All work shall conform to the requirements of the following: • All load cells are to be of double -ended shear beam type and shall have a minimum capacity of 50,000 lbs. with 150% safe overload rating. • Load cells shall be certified by NTEP and meet the specifications as set forth by the National Institute of Standards and Technology Handbook 44 for Class III L, 10,000 devices. The • manufacturer shall provide a Certificate of Conformance to these standards. • Load cells shall output an analog signal to the scale instrument; digital signals from the load cells are not acceptable. • The load cell assemblies shall incorporate double link suspension. • The load cell shall be stainless steel. • The load cell shall have a cable that is made as an integral part of the load cell. • LOAD CELL SPECIFICATIONS Overload Safe Ultimate Rated Output mV/v Resistance Input Output Zero Balance Excitation Voltage • Non -linearity Hystersis Non -repeatability Creep Deflection Insulation Resistance • Temperature Range Compensation 150% 300% 2.0 ± 0.1% 791 OHMS 700 ± I% OHMs 1% of rated output 15 vdc max. ± 0.03% of rated output ± 0.03% of rated output ± 0.02% of rated output ± 0.03% of load in 20 min. 0.016 5k megohms 14°F to 104°F 0 DIVISION 13 - Page 7 of 28 DIVISION 13 - SPECIAL CONSTRUCTION Operating -2o0F to _200F Temperature Effect Rated Output ± 0.0008%/ F of load Zero Balance ± 0.0015% / F output V Min 2 Ib. Load cells shall be Cardinal Scale stainless steel model DB -500005 or equal. JUNCTION BOXES AND CABLE All work shall conform to the requirements of the fotlowing • All junction boxes shall be NEMA 4. • Junction boxes shall be accessible for inspection and maintenance from the side of the scale platform. • The load cell cable shall be terminated blocks on the junction box circuit board. SURGE VOLTAGE PROTECTION SPECIFICATIONS While it is understood that there is no total protection from lightning, a comprehensive surge voltage protection system shall be provided with the scale. The system shall not require complicated wiring or devices to provide this protection. There shall be a surge protection system built into the load cells themselves and surge voltage protection in the junction box on the scale and section seal box. Proper grounding is a critical part of any surge voltage protection system. All scale components shall be grounded to one common point. The grounding point shall be in accordance with the scala manufacturing company's specifications. The grounding system shall be inspected and maintained during the normal maintenance and calibration program. The Contractor shall install (2) two 8' long x %z" diameter ground rods per scale. Scales shall be connected to the ground rods by a minimum 1/0 gage wire with appropriate bolted connections to from a continuous bond. WARRANTY REQUIREMENTS The scale manufacturer shall warrant the scale assembly, including the deck and components below the deck for 3 years, digital weight indicator; printer and peripheral devices shall be covered for 1 year or by manufacturer's standard warranty. The manufacturer or its local representative shall present a program of regular maintenance and calibration service. Inspection shall occur at a minimum of once every six months and shall comply with the guidelines as set forth by the manufacturer, Local regulations and the current edition of the National Institute of Standards and Technology Handbook 44. END OF SECTION 13120 - STEEL DECK MOTOR TRUCK SCALES 40 TON WITH ANALOG LOAD CELLS DIVISION li -Page 8 of 28 • ASION 13 - SPECIAL CONSTRUAN SECTION 13122 — PRE-ENGINEERED METAL BUILDING SYSTEMS • GENERAL PROVISIONS Work under this Section includes the design, fabrication, delivery, and erection of the structural framed structure with metal roofing system in this Project. Included are all the structural steel framing, fasteners, joists, furnishing anchor bolts, purlins, girts, bracing, roofing, wall panels, • gutters, flashing and any other material or equipment for a pre-engineered metal building. The General Contractor shall be responsible to adapt structural foundation design as required based on final selection of building manufacturer and size of structural steel. • REFERENCES Reference Standards: Comply with the following as applicable: 1. Design, Fabrication and Erection: "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" and the "Code of Standard Practice for Steel Buildings and Bridges" by the American Institute of Steel Construction (AISC Specification and Code). • 2. Design and Fabrication of Cold -formed Steel Structural Members: "Specification for the Design of Cold -Formed Steel Structural Members" by the American Iron and Steel Institute (AISI Specification). 3. Welding: Comply with the provisions of the "Structural Welding Code - Steel, AWS D 1.1" or the "Structural Welding Code - Sheet Steel, AWS DLL, by the American Welding • Society (AWS Codes). 4. High -Strength Bolting: Provide high strength bolting in accordance with the "Specification for Structural Joints Using ASTM A325 or A490 Bolts" approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation on August 14, 1980 except as follows: • a. Item 1(c): Wind connections and all other connections transferring moment shall be included among the connections limited to friction -type. b. Item 5(b): All high strength bolts shall have a hardened washer under the element (nut or bolt head) turned in tightening, regardless of the method of tightening. C. Item 6: The inspection of bolt tightening shall be as specified under Item 6(d). Furnish the calibration device and the inspection torque wrench, and make them available, upon request, to the Engineer or designated inspection laboratory during the entire period when steel is being fabricated and erected. The inspection torque wrench shall be capable of indicating that the job inspecting torque has been reached by a second method in addition to direct observation of the wrench dial. The • inspection wrench calibration and the bolt tightening inspection shall be performed by the Contractor, and shall be witnessed by the Engineer/Architect or the designated inspection laboratory. 5. Pedestrian Doors and Frames: Comply with applicable requirements of Steel Door Institute's "Recommended Specifications for Standard Steel Doors and Frames" (SDI -100). • 6. Clevises, Tumbuckles, and Sleeve Nuts: Comply with the "Steel Construction Manual" by The American Institute of Steel Construction (AISC Manual). • DIVISION 13 - Page 9 of 28 7. Gages: DIVISION 13 - SPECIAL CONSTRUCTION a. Sheet Steel: U.S. Standard. b. Steel Wire: U.S. Steel Wire Gage. DESIGN REQUIREMENTS A. Design Criteria: Building design shall conform to the Metal Building Manufacturers Association's (MBMA) "Design Practices" and "Code of Standard Practice", `Building Code of New York State" and with the following criteria: 1. Design Load: Basic design loads shall include dead, live, wind, uplift, snow, temperature, and seismic zone in addition to all dead and collateral loads in accordance with MBNA and the Building Code of New York State and all other applicable codes. 2. Light -gauge elements of the building shall be designed in accordance with the "Specification for the Design of Light -Gage Cold -Formed Steel Structural Members" published by AISI. 3. Provide framing for all door, window and louver openings. 4. Roof pitch for the major steel "bents" shall be 3 -inch on 12 -inch. SUBMITTALS A. Shop Drawings: Drawings shall show specific application to this Project. Submit all required drawings in one submission, except as noted. 1. Erection Drawings: Manufacturer's complete erection drawings. Indicate manufacturer's identification marking for the components. 2. Structural Drawings: a. Manufacturer's drawings showing base plate dimensions and foundation loads for all columns and/or rigid frames. b. Manufacturer's drawings showing anchoring details for the sill members, door jambs. and other miscellaneous items requiring connections to the concrete foundation. C. Manufacturer's details for any proposed wall wind bracing system other than portal columns as shown. d. Foundation drawings showing dimensions and elevations of all piers, walls, and footings required. e. Anchor bolt plan showing the location of all columns and/or rigid frames, and the location of all necessary anchor bolts or other main framing connections to the concrete foundation. f Anchor bolt and tie rod details. Note: Drawings required under 2.d., 2.e., and 2.f. shall not be submitted until the manufacturer's drawings required under 2.a.. 2.b., and 2.c. have been approved. DIVISION 13 - Page 10 of 28 • ASION 13 - SPECIAL CONSTRUAN Note: Manufacturer's standard sheets showing loads or details for a multiple range • of building spans, heights, and loadings will not be accepted. 3. Architectural Drawings: Architectural detail drawings for all auxiliary building components and accessories. • B. Product Data: Manufacturer's catalog sheets, specifications and installation instructions for the following: 1. Roofing panels. 2. Exterior wall panels. 3. Trim, exterior and interior. • 4. Flashings. 5. Sealants and gaskets. C. Samples: 1. Color Samples: Manufacturer's standard colors for exterior wall and roofing panels, trim, and other factory color -coated components. D. Quality Control Submittals: 1. Design Calculations: Manufacturer's design calculations, signed and sealed by a licensed Professional Engineer registered in the State of New York, for the structural framing and exterior wall and roofing panels. The framing plan, structural elevations and all other structural drawings shall bear a New York State Professional Engineering registration stamp of Engineering who is responsible for the structural design. a. The Engineer's cover letter shall state that he or she has received a set of the • Contract Drawings and Specifications and that the design calculations are based on the requirements of the Contract Drawings and Specifications. b. Design shall take into consideration the necessary clearance for the overhead door track at the rigid frame compression flange bracing, and the necessary increase in girt height at the concrete unit masonry core area. • 2. Certificates: Metal building manufacturer's written certification that the stricture has been designed in conformance to the specified design loading and other design requirements. • E. Contract Closeout Submittals: 1. Warranties: a. Roofing Panels: Metal building manufacturer's 20 year warranty on roofing panels and related trim against rupture, structural failure, or perforation due to atmospheric corrosion. • • DIVISION 13 - Page 11 of 28 DI VISION 13 - SPECIAL CONSTRUCTION b. Exterior Rall Panels: Metal building manufacturer's 20 year warrant% for factory applied color finish on exterior surfaces of exterior wall panels and related trim against blistering, peeling, cracking, flaking, checking. clopping, color change exceeding 5 N.B.S. units (per ASTM D-2244), and chalking exceeding a rating of 8 (per ASTM D-659), QUALITY ASSURANCE A. Manufacturer's Qualifications: The manufacturer of the pre-engineered metal building shall be regularly engaged in the design and fabrication of pre-engineered, pre -fabricated metal buildings, shall have furnished such buildings for five similar projects that have been in use for not less than five years, and shall be subject to the approval of the Engineer/Architect. The building manufacturer shall be capable of furnishing compatible auxiliary building components and accessories shown or specified. If requested, furnish to the Owner the names and addresses of five similar projects where the manufacturer's building has been in use for five years. B. Installer's Qualifications: The person supervising the installation of the work of this Section shall be experienced in pre-engineered metal building work, and shall have been regularly employed by a company engaged in the erection and installation of such buildings for a minimum of three years. If requested, furnish to the Engineer/Architect the names and addresses of three similar projects for which the supervisor has supervised the erection and installation of pre-engineered metal buildings. C. Regulatory Requirements: 1. Code: Comply with the applicable provisions of the Building Code of New York State. 2. Column Fire Rating: Comply with the applicable specifications and details of Underwriters Laboratories, Inc. 3. Building Grounding: Comply with National Electrical Code. ACCEPTABLE MANUFACTURERS A. Subject to compliance with requirements, provide products by one of the following or other approved equal: 1. American Buildings Company 2. Star Building Systems 3. Butler Manufacturing 4. Package Industries B. The manufacturer shall be the prime contractor for the design and fabrication of the building. DIVISION 13 - Page 12 of 28 • ASION 13 - SPECIAL CONSTRUAN DELIVERY, STORAGE, AND HANDLING • A. Deliver building components, except structural steel, to the Site in unopened cartons, crates, or other protective containers bearing the manufacturer's labels. B. Components shall have manufacturer's identification marking corresponding to the marking shown on the erection drawings. i C. Keep materials dry while in storage. D. Handle materials by a method which will prevent damage to components, including finishes. • MATERIALS A. Basic Materials: Except as otherwise specified or indicated on the Drawings, building components and assemblies shall be fabricated from the following applicable materials as required to produce units conforming to the design and types of fabrications required for • the building. 1. Structural Steel Members: ASTM A36, A529 or A572 except as otherwise indicated. 2. Cold -Rolled Structural Steel: ASTM A446, Grade A except higher strength grade if • needed to comply with design criteria. 3. Cold -Formed Structural Steel: ASTM A570. 4. Structural Steel Tubing: ASTM A500, Grade B or A501. 5. Steel Plate and Bar Stock: ASTM A529 or A572. 6. Steel Pipe: ASTM A53, type and weight as required, Grade B. • 7. Anchor Bolts and Tie Rods: ASTM A36 or A675, Grade 70. 8. Clevises, Tumbuckles, and Sleeve Nuts: Similar to those shown in Part 4 of the AISC Manual. The safe working loads shall be adequate for the building furnished. 9. High Strength Bolts: ASTM A325. 10. Common (Standard) Bolts: ASTM A307. • 11. Steel for Shims and Fillers: ASTM A569. 12. Welding Materials: AWS Codes, type required for materials being welded. 13. Covering Fasteners: a. Screw Bolts: Type 300 series stainless steel capped low profile head, 200 inch lb min stripping tongue, color finish on exposed exterior surfaces • matching adjacent panels/trim. b. Sheet Metal Screws: Type 300 series stainless steel or ASTM A165 cadmium plated case hardened carbon steel, self -drilling or self -tapping, standard hexagonal head or hex -washer head, color finish on exposed exterior surfaces matching adjacent panels/trim. C. Rivets: Aluminum, pull type, 1400 Ib setting strength, 1650 lb shear strength, • 350 lb min push out strength, color cap on exposed exterior surface matching adjacentpanels/trim. DIVISION 13 - Page 13 of 28 • Dl VISION 13 - SPECIAL CONSTRUCTION d. Sealing Washers: Neoprene washers. ASTM D735. 14. Shop Primer Paint for Framing: Equal performance requirements of FS TT -11-636 or TT -P-664. 15. Cold Galvanizing Compound: Single component compound giving 93 percent pure zinc in the dried film, and complying with DOD -P-21 035A (NAV Y). 16. Bituminous Paint: Asphaltic type, SSPC - Paint 12. 17. Bedding Mortar: a. Cement Grout: Portland cement complying with ASTM CI 50, Type 1 or III, and clean uniformly graded natural sand complying with ASTM C404, size No. 2; mixed at a ratio (by volume) of 1.0 pail cement to 3.0 parts sand, with only the minimum amount of water required for placement and hydration. b. Shrink -Resistant Grout: Factory -packaged, shrink -resistant, non -staining. non-ferrous mortar grouting compound selected from the fol lowing: 1) Masterflow 713 by Master Builders. 2) Sonogrout by Sonneborn. 3) Five Star Grout by U.S. Grout Corporation. 4) Crystex by L&M Construction Chemicals. 5) Non -Corrosive, Non -Shrink Grout by A.C. Horn. B. Assembly and Installation Accessories: Building manufacturer's standard reinforcements, extensions, clips, brackets, miscellaneous fasteners and anchoring devices-, spacers, furring strips, closures, flashings, expansion joints, thermal breaks, adhesives, and other components needed for a complete, permanently weatherproof installation. Materials shall be non -deteriorating, corrosion resistant, and compatible with adjoining materials. C. Connections: Fasteners shall be of size and in quantities to securely and permanently join building components, and shall be complete with necessary hardware and accessories as required for the application. Connections shall allow for expansion and contraction in accordance with the approved design. Screw bolts and rivets shall have metal-backed sealing washers. Except as otherwise indicated, provide the following fastener types for the following locations: 1. Roofing Panels to Structural Members: Screw bolts or rivets. 2. Wall Panels to Structural Members: Screw bolts or standard bolted connection. 3. Wall Panels to Wall Panels: Screw bolts, sheet metal screws or rivets, 4. Interior Panels to Supports: Cadmium plated steel fasteners of required type for secure attachment. 5. Trim: Same fasteners as adjacent panels. D. Sealants, Gaskets and Closures: 1. Tape Sealant: Flat shaped, elastomeric, non -hardening, ribbon sealant; type recommended by building manufacturer for the particular use and conditions of application. 2. Tube or Pumpable Sealant: Polybutenebutyl or acrylic terpolymer base sealant. or other type sealant recommended by building manufacturer for the particular use and conditions of application. DIVISION 13 - Page 14 of 28 0 DOSION 13 - SPECIAL CONSTRUAN 3. Gaskets: Rubber, building manufacture's standard shapes. 4. Closures: Closed cell foam or rubber material, formed to match panel profiles, sized to provide weather tightness. E. Galvanizing: Complying with the following requirements except where otherwise specified. 1. Formed Sheet Steel: ASTM A653, coating designation G-90. 2. Assembled Steel Products: ASTM A123. 3. Iron and Steel Hardware: ASTM A153. 4. Products Fabricated From Rolled, Pressed and Forged Steel Shapes, Plates, Bars and Strip: ASTM A123. F. Color Finish: Factory applied color finish system on exposed surfaces of steel components specified to receive color finish, complying with the following requirements: 1. Surface Preparation: Galvanized steel shall be given a chemical conversion treatment conforming to Federal Government Specification MIL -C -490A, Type 1, Grade 1. 2. Coating: After conversion treatment, metal shall be precision coated with thermosetting polymerized enamel to a dry film of one mil, plus or minus 0.2 mil, over the entire material width prior to forming of panels. 3. Finish Pigmentation: Inorganic pigments selected for maximum durability and resistance to fading, except do not use aluminum pigment. Use Kynar 500 or approved equal. 4. Finish Gloss: Evenly maintained over the entire surface at 30, plus or minus 5 units, as measured on a 60 degrees Gardner photo volt meter for appearance, balance, reflectivity and durability. 5. Colors: As selected by the Owner from building manufacturer's standard colors. Note: Shop painting shall be the responsibility of the pre-engineered metal building manufacturer. Note: Field finish coat(s) painting shall be the responsibility of the General 0, Construction Contractor. PRIMARY BUILDING FRAMING A. Columns, roof beams, trusses, and rigid frames shall be factory fabricated, with required holes in webs and flanges accurately punched or drilled unless otherwise indicated or approved. Enlarging or gouging holes at the site will not be permitted. Base plates, splice plates, stiffener plates, and other required plates shall be shop fabricated and welded in place where applicable. B. Rigid Frames: Clear span, solid web framing, tapered or uniform depth, welded -up plate section columns and beams. + DIVISION 13 - Page 15 of 28 DIVISION 13 -SPECIAL CONSTRUCTION Rigid Frame Tie Rods and Anchor Bolts: a. Tie rods shall be round bars, of constant diameter or with integral upset ends. b. The allowable tensile stress on the unthreaded body area of tie rods. and on the tensile stress area of anchor bolt and tie rod tlu'eads shall be 221000 psi. C. Tie rods shall not be spliced by welding. C. Trusses: Open web framing; hot rolled sections, cold formed shapes, or built-up shapes of welded plate construction. D. Endwall Framing: Comer posts, endposts and rake beams: hot rolled sections, cold formed shapes, or built-up shapes of welded plate construction. E. Endwall Framing: Rigid frame with full bay loading capacity and endwall colurtms: built- up shapes of welded plate construction, hot rolled sections, or cold formed shapes. F. Bracing: Wind bracing and struts, flange and knee bracing, sag rods, and other bracing and support members as required by the building design; steel angles and rods recommended by building manufacturer unless otherwise indicated. G. Bolts for Field Assembly of Primary Building Framing and Bracing: High strength bolts. H. Shop Painting: Comply with the following requirements except where otherwise specified: Refer to Division 9 - Finishes, Section 09910 - Exterior Painting (Metal Building). 2. NOTE: Shop painting shall be the responsibility of the pre- engineered metal building manufacturer. 3. NOTE: Field finish coats) painting shall be the responsibility of the General Constriction Contractor. 4. NOTE: Both shop and field coat(s) paint shall be as manufactured by TNEMEC Company, Inc. or approved equal. SECONDARY BUILDING FRAMING A. Purlins: Cold formed steel shapes, or cold formed open web welded trusses B. Girts: Cold formed steel shapes C. Eave Members: Cold formed steel shapes. D. Sill Members: Roll formed steel base angle (or zee)- or steel base tube with anchors. DIVISION 13 - Page 16 of 28 ! ASION 13 - SPECIAL CONSTRUAN E. Overhead Door Frances: Frames shall be fabricated from structural shapes and bars as required to receive overhead doors, with corners fully welded and ground smooth, and • with provisions for bracing to building framing. F. Framing for Miscellaneous Openings: All openings shall be framed for proper support and attachment. Frames shall be fabricated from structural shapes and bars with corners fully welded and ground smooth, and with provisions for bracing to building framing. • G. Shop Painting: Comply with the requirements specified for Prim 'Buildin Framing. ROOFING PANELS General ! The roof shall be covered with a double -lock standing seam roof system installed in accordance with the manufacturer's instructions. Roof Panel 1. Roof panel shall be factory roll -formed roof s panel 24" wide, with 2 major • corrugations, 2" high (2-3/4" including seam). 24" on center. The flat of the panel shall contain cross flutes 6" on center perpendicular to the major corrugations the entire length of the panel to reduce wind noise and improve walkability. 2. Panel material as specified shall be 24 gage galvanized (G-90 coating), per ASTM specification A653 (G90), and painted with standard finish system, a full strength, 70% • Kynar 500 or Hylar 5000 fluoropolymer coating. Manufacturer warrants that coating shall not blister, peel, crack, chip, or experience material rust through for 25 years. For a period of 25 years chalking shall not exceed #8 - ASTM and fading shall be 5DE Color Difference Units or less. 3. Panel of maximum possible length shall be used to minimize endlap; eave panel shall extend beyond the structural line of the sidewall. 4. Panel shall be factory prepunched at panel end to match prepunched holes in the eave structural member. Panel end splice shall be factory prepunched and prenotched. Panel end splice shall be floating and allow the roof panel to expand and contract with roof panel temperature change. • 5. Ridge assembly shall be designed to allow roof panels to move lengthwise with expansion/contraction as the roof panel temperature changes. Parts shall be factory prepunched for correct field assembly. Panel closure and interior reinforcing strap shall be installed to seal the panel end at the ridge. The attachment fasteners shall not be exposed on the weather side. A lockseam plug shall be used to seal the lockseam portion of the panel. A hi -tensile steel ridge cover shall span from panel closure to panel closure and flex as the roof system expands and contracts. • 0 DIVISION 13 - Page 17 of 28 DIVISION 13 - SPECIAL CONSTRUCTION System Installation 1. Panel clips shall be positioned by matching the hole in the clip with the preprmched holes in the secondary structural members. 2. Panel shall be positioned and properly aligned by matching the preprmched holes in the panel_ end with the prepunched holes in the cave structural member and by aligning it,,: panel with the panel clip. 3. Panel sidelap shall be field -seamed by a self-propelled and portable electrical lock seaming machine. The machine shall field form the final t80 degrees of a 360 degree Pittsburgh doubte-lock standing seam; all sidelap sealant shall be factory applied. 4. Panel endlap, when required, shall be at least 6", sealed with sealant and fastened together by clamping plates. Sealant shall contain hard nylon beads which prevent it from flowing out due to clamping actions. The panel lap shall be joined by means of a two-piece clamped connection consisting of a bottom reinforcing plate and a top panel strap. The panel endlap shall be located directly over, but not fastened to, a supporting secondary roof structural member and be staggered, so as to avoid a four panel lap splice condition. Fasteners 1. Connection of roof system panel -to -structural member, except at cave, shall be made with clips with movable stainless steel tabs that are seamed into the standing seam sidelap. 2. Panel clip shall be fastened to structural member with fastener as per manufacturer's erection drawings, using factory prepunched hole in structural member. Fastener shall contain a metal backed rubber washer which serves as a torque indicator. 3. The roof system panel -to -panel connection shall be made with a positive, field -formed standing double -lock seam, formed by a special seaming machine. The machine shall field form the final 180 degrees of a 360 degree Pittsburgh double -lock standing seam: all sidelap sealant shall be factory applied. 4. Fasteners penetrating the metal membrane at the following locations shall not exceed the frequency listed: Fastening System Frequency Basic Panel System 0 per sq. ft. Exterior Eave Gutter 2 per lineal ft. Gable Trim (no parapet) 2 per lineal ft. Ridge I per lineal ft. High Eave (no parapet) 2 per lineal ft. Panel Splices 2 per lineal ft. High Side Transition 1 per lineal ft. DIVISION I I - Page 18 of 28 • ASION 13 - SPECIAL CONSTRUAN 5. In lieu of prepunched secondaries and panels, predrilling of the structural members is mandatory in order to maintain proper alignment of the roof system. • 6. Accessories 1. Accessories (ventilator, skylight, gutter, fascia) shall be as standard with manufacturing company, unless otherwise noted and furnished as specified. • 2. The color coating on all gutter, downspout, gable trim and eave trim to be Kynar 500 finish system. 3. Location of standard accessories shall be as shown on erection drawings as furnished by manufacturing company. 4. Material used in flashing and transition parts and furnished as standard by manufacturing company may or may not match the roof panel material. Parts shall be compatible and shall not cause a corrosive condition. Copper and lead material shall not be used with GALVALUME or optional aluminum coated panels. Provision for Expansion/Contraction 1. Provision for thermal expansion movement of the roof system panel shall be accomplished by the use of clips with a movable tab. The stainless steel tab shall be factory centered on the roof clip when installed to assure full movement in either direction. A force of no more than 8 pounds will be required to initiate tab movement. • Each clip shall accommodate a minimum of 1.25" in either direction. 2. The roof shall provide for thermal expansion/contraction without detrimental effect to the roof panel when there is a ±100°F. temperature difference between the inside structural framework of the building and the temperature of the roof panels. • TRANSLUCENT LIGHT PANELS A. Light Panels: Translucent, white, fiberglass reinforced plastic panel, factory fastened to corrosion resistant metal side corrugations, formed to fit metal building panels. Light panel assembly shall have a load capacity equal to or exceeding adjoining metal building panels, • and shall be designed to be weather tight when installed in accordance with the manufacturer's instructions. EXTERIOR WALL PANELS • A. General: 1. Exterior wall panels shall include all related components and accessories necessary for a complete exterior wall system. 2. Metal sheets shall be prefinished (coil coated) to the greatest extent possible prior to forming and panel fabrication. 3. Panels shall be fabricated in one-piece length from sill to roof line, except where • panels are interrupted by auxiliary building components such as windows. Upper end of panels shall be fabricated to form a close fit with roof system. Provisions 0 DIVISION 13 - Page 19 of 28 DIVISION 13 - SPECIAL CONSTRUCTION shall be made for a weather tight closure at ends of panels. a. Self-contained insulated units shall be self draining to the exterior. B. Description I. Type: Precision roll formed metal sheet. 2. Type: Multi -Rib Panel. 4. Seam Design (Sidejoint): Overlapping side ribs. 5. Panel Thickness 26 ga.. 6. Attachment to Supporting Members: Exposed fasteners. 7. Attachment to Supporting Members: Concealed fasteners. 8. Sidejoint Sealant/Gasket/Seal: Factory applied. 9. Sidejoint Sealant/Gasket/Seal: Field applied. C. Coatings and Finishes: I. Front Surface: G90 galvanized coating designation, and color finish. 2. Back Surface: G90 galvanized coating designation, and panel manufacturer's standard rust -inhibitive back surface finish used with specified front surface color finish. 3. Front and Back Surfaces: Alclad hammered surface. 4. Exterior Facing: a. Front Surface: G90 galvanized coating designation, and color finish. b. Back Surface: G90 galvanized coating designation, and panel manufacturer's standard rust -inhibitive back surface finish used with specified front surface color finish. F. Exterior Wall System Trim, Flashing, and Accessories: Materials shall be the same materials used for the panels, unless otherwise indicated or required by the application. Configurations shall be the standard with the building manufacturer for the specified wall panels, unless otherwise indicated. Coatings and finishes shall match wall panels, except building manufacturer's standard finishes (as required by application) may be furnished on special use accessories. FABRICATION A. Tolerances: Conform to tolerances set forth in MBMA Code of Standard Practice, except as follows: 1. Alignment and fit -up of welded joints shall conform to the "Structural Welding Code - Steel" (AWS D1.1)_ EXAMINATION A. Verification of Conditions: Examine surfaces to receive the metal building for defects that will adversely affect the execution and quality of the Work. Do not proceed until unsatisfactory conditions are corrected. DIVISION 13 - Page 20 of 28 • IOISION 13 - SPECIAL CONSTRUAN PREPARATION • A. Protect factory applied finishes from damage during erection. B. Clean surfaces to receive the work of this Section. C. Isolation: Isolate aluminum in contact with cementitious materials and dissimilar metals, • except compatible metals. Separate the materials by applying a heavy coat of bituminous paint or 10 mil self-adhesive polyethylene tape on the contact surfaces. Use gasketed fasteners where needed to eliminate the possibility of corrosive or electrolytic action between metals. ERECTION AND INSTALLATION • A. General: Erect and install the metal building and appurtenances in accordance with the manufacturer's printed instructions except as otherwise specified or required by the Reference Standards. Install the work of this Section so the structure is secure and weather tight, and exposed materials are free of visible dents, scratches, tool marks, cuts, and other imperfections. Install building systems free of rattles, wind whistles, and noise • due to thermal movement. B. Framing Erection: 1. Provide temporary bracing to securely hold members in proper position until permanent bracing is fastened in place. • 2. Erect primary and secondary structural members in their designed positions, and fasten each securely in place. a. Prepare, place, and cure shrink -resistant grout in accordance with grout manufacturer's printed instructions. 3. Do not field cut or alter structural members without approval of the Engineer. • 4. After erection, touch-up welded and abraded surfaces, bare spots, and field bolts with shop primer paint. a. For galvanized items, first repair galvanized coating with a 2 mil thick coating of cold galvanizing compound applied in accordance with compound manufacturer's instructions. • C. Roofing System: 1. Assemble and anchor panels in place, in straight alignment, with provision for necessary thermal and structural movement. Locate panel end laps over supports. Lap panel ends minimum 6 inches. Fasten panels to each structural support. 2. Seal longitudinal joints and transverse end laps. • a. Seal longitudinal joints with electrically operated seaming machine. 3. Flash and seal roof covering at ridges, hips, rakes, eaves, and junctions with all related building components and accessories so that the roof is watertight. D. Roof Insulation: Install blanket insulation as panels are installed, with tight butt joints, and with vapor barrier toward building interior. Install insulation blocks, supports, and other accessories as required for a complete insulation system. Seal each joint in the vapor barrier with joint tape or adhesive. 0 _ DIVISION 13 -Page 21 of 28 Dl VISION 13 - SPECIAL CONSTRUCTION E. Wall System: 1. Assemble and anchor panels in place, aligned and plumb, with provision for necessary thermal and structural movement. Use panels of one-piece length from sill to roof line with no horizontal joints, except where panels are interrupted by auxiliary building components such as windows. Fasten panels to each structural support. 2. Seal longitudinal joints with sealant. 3. Flash and seal wall covering at sill, roof lines, and junctions with all related building components and accessories so that the walls are watertight. F. Wall Insulation: Install blanket insulation with tight butt joints, and with vapor barrier toward building interior. Install supports and other accessories as required for a complete insulation system. Seal each joint in the vapor barrier with joint tape or adhesive. G. Related Building Components: Install related components in their designed locations, fitted with required accessories. Securely fasten items to structural supports. Adjust and lubricate operative units for smooth and easy operation. Seal components watertight at junctions with wall and roof systems. I1. Tolerances: Conform to tolerances set forth in MBMA Code of Standard Practice, except as follows: 1. Alignment and fit -up of welded joints shall conform to the "Structural Welding Code - Steel" (AWS D1.1). ADJUSTING A. Restore minor visual damage to factory applied finishes in a manner to match the appearance and perfonnance of the original finish, or remove the damaged parts and replace them with undamaged parts. CLEANING A. Remove strippable protective coatings after completion of work liable to damage the finish. Comply with manufacturer's recommendations for coating removal. B. Clean exposed exterior and interior surfaces of exterior wall panels. Remove any residue from strippable coatings. Comply with panel manufacturer's printed recommendations for cleaning. END OF SECTION 13122 — PRE-ENGINEERED METAL BUILDING SYSTEMS DIVISION 13 - Page 22 of 28 w DOSION 13 - SPECIAL CONSTRUCAN SECTION 13410 - ABOVE GROUND STEEL STORAGE TANKS w SCOPE The Contractor is to furnish tank, stairs with platform and equipment necessary to install, test and make ready for operation; aboveground, steel wall, SCDHS Approved waste oil and diesel fuel storage tanks as specified herein and manufactured by Arco Power Unitized Fueler, Inc. w GOVERNING STANDARDS All work shall conform to the requirements of the following: w • Suffolk County Department of Health Services Article 12 Tank Program. ■ NFPA-30 AND 30A Standard for flammable and combustible liquids. UL -142 Standard for aboveground tanks for flammable liquids. w TANK MATERIALS AND PRODUCTS w DIESEL TANK A. General 1. The above -ground storage tank shall be as manufactured by Areo-Power Unitized Fueler, Inc., 631-366-4362 or approved equal. 2. The unit shall consist of a steel 1,000 gal. above -ground horizontal cylindrical storage tank mounted on saddles within a containment dike providing secondary containment of at least 110% of primary tank capacity. 3. The entire tank / dike assembly shall be listed by Underwriters Laboratories, Inc. (UL) and labeled with the UL "Closed Top Diked Aboveground Tank for Flammable Liquids" label. 4. Diesel accessory package shall include: 18 GPM pump with meter, 3/0" x 12' UL listed fuel hose, 2" float level gauge, automatic nozzle, safebreak with straightening hose, 2" aluminum normal vent cap, 2" fill adapter with cap, 2" Sch. 40 pipe x 8', 2" vent whistle, w and 4" lettering. B. Materials 1. The tank, dike and all steel appurtenances shall be fabricated from commercial or structural grade carbon steel. Only new materials shall be used. w 0 DIVISION 13 - Page 23 of 28 DIVISION 13 - SPECIAL CONSTRUCTION 2. All carbon steel shall comply with the latest edition of the Specification fol .Srructural Steel, ASTM A36; or the Specification Jor Steel. Carbon (0. 15 Rlaximurn, Percent), Hot Rolled Sheet and Strip, Commercial Quality. ASTM A569. C. Size and Dimensions 1. The primary tank shall be 48" diameter by 10'9" long. The shell steel thickness shall be l Oga and tank heads shall be l Oga. 2. The containment dike shall be 6'0" wide by 119" long by 2'0" high. The containment dike steel thickness shall be lea. D. Primary Tank Fittings 1. All fittings will be sized and located as indicated on tank construction drawing number AP13590. 2. All fittings shall be protected with plastic thread protectors to prevent damage to threads and minimize foreign matter from entering the tank during shipping. E. Assembly and Appurtenances 1. The tanks will be fiunished with 6" high steel supports. 2. The containment dike shall be furnished with support dunnage to allow for visual inspection of containment dike bottom. The size and location of supports shall be as indicated on tank construction drawing number AP13590. 3. The unit will be provided with a drip pan type pump platform of the size and location indicated on drawing number AP13590. 4. The unit shall be provided with removable 12 ga. (min) steel rain shields designed to minimize water and debris from entering the diked area. The rain shield design will allow for easy visual interior dike inspection while allowing the dike area to be naturally ventilated to avoid possible vapor collection. 5. The primary tank shall be provided with a fill containment sump designed to contain spills of up to 3 gal. (approximately) in a tank top reservoir white a 1 " Sch. 40 overflow pipe diverts spills in excess of 3 gal in to the containment dike. 6. The tank shall be furnished with a 6" emergency vent designed to relieve internal tank pressure in excess of 0.5 psig. The emergency vent shall have a 235.500 cubic feet per hour (cfh) rating at 2.5 psig. DIVISION 13 - Page 24 of 28 MISION 13 - SPECIAL CONSTRIJAN 7. The tank assembly shall be provide with an emergency vent protection hood designed to prevent snow, ice and debris from rendering the emergency vent ineffective while • allowing the vent to operate as intended. The hood shall provide a cross sectional venting area of 160 square inches. 8. An emergency vent diver -ter shall be provided such that under emergency conditions the first 9 gallons (approximately) of product emitted from the emergency vent will be • contained in a tank top reservoir using a weir plate. Emissions in excess of 9 gallons shall be directed to the containment dike via a chute of rectangular cross section having an area of 27 square inches. 9. The containment dike shall be provided with a sump and 3/4" Sch. 40 draw -off pipe to • allow liquid to be pumped out of the dike. 10. The unit will be provided with stairs, landing and handrails designed in accordance with OSHA requirements. The top of the staircase shall attach to the front head of the tank to allow easy tank top filling. The stair frame and handrails shall be fabricated from carbon steel. Stair treads and fill platforms shall be constructed of slip resistant grating. • • 11. The tank and dike shall be provided with separate lifting lugs such that the primary tank and dike may be lifted separately. F. Exterior Coating for Steel Parts 1. All exterior steel surfaces (including the interior of the containment dike) shall be factory grit blasted to the Steel Structures Paint Councils Surface Preparation Specification No. 7 (SSPC-SP7) and coated with the manufactures standard white finish. • G. Factory Testing Requirements 1. The tank shall be factory tested in accordance with the requirements of UL 142. • WASTE OIL A. General I. The above -ground storage tank shall be as manufactured by Areo-Power Unitized Fueler, • Inc., 631-366-4362 or approved equal. 2. The unit shall consist of a steel 500 gal. above -ground horizontal cylindrical storage tank mounted on saddles within a containment dike providing secondary containment of at least 110% of primary tank capacity. • 3. The entire tank / dike assembly shall be listed by Underwriters Laboratories, Inc. (UL) and labeled with the UL "Closed Top Diked Aboveground Tank for Flammable Liquids" label. 0 DIVISION 13 - Page 25 of 28 DIVISION 13 - SPECIAL CONSTRUCTION 4. Waste oil tank package shall include: tank painted white, painted stair with handrail on both sides, fiberglass grating. special over fill box as shown on plans and lettering. B. Materials 1. The tank, dike and all steel appurtenances shall be fabricated from commercial or structural grade carbon steel. Only new materials shall be used. 2. All carbon steel shall comply with the latest edition of the Specification for Structural Steel, ASTM A36; or the Specification for Steel, Carbon (0.15 Maximum Perceni), Bot Rolled Sheet and Strip, Commercial Quality, ASTM A569. C. Size and Dimensions 1. The primary tank shall be 48" diameter by 5'5" long. The shell steel thickness shall be 12ga and tank heads shall be 12ga. 2. The containment dike shall be 60" wide by 7'5" long by 1'8" high. The containment dike steel thickness shall be 7ga. D. Primary Tank Fittings All fittings will be sized and located as indicated on tank construction drawing number APB580. 2. All fittings shall be protected with plastic thread protectors to prevent damage to threads and minimize foreign matter from entering the tank during shipping. E. Assembly and Appurtenances The tanks will be furnished with 6" high steel supports. 2. The containment dike shall be furnished with support dunnage to allow for visual inspection of containment dike bottom. The size and location of supports shall be as indicated on tank construction drawing number APB580. 3. The unit will be provided with a drip pan type pump platform of the size and location indicated on drawing number APB580. 4. The unit shall be provided with removable 12 ga. (min) steel rain shields designed to minimize water and debris from entering the diked area. The rain shield design will allow for easy visual interior dike inspection while allowing the dike area to be natural!% ventilated to avoid possible vapor collection. 5. The primary tank shall be provided with a fill containment sump designed to contain spills of up to 3 gal.(approximately) in a tank top reservoir while a h" Sch 40 overflow pipe diverts spills in excess of') gal in to the containment dike. DIVISION I3 - Page 26 of 28 0 DASION 13 - SPECIAL CONSTRUCAN 6. The tank shall be furnished with a 4" emergency vent designed to relieve internal tank pressure in excess of 0.5 psig. The emergency vent shall have a 100,725 cubic feet per hour (cfh) rating at 2.5 psig. 7. The tank assembly shall be provide with an emergency vent protection hood designed to prevent snow, ice and debris from rendering the emergency vent ineffective while allowing the vent to operate as intended. The hood shall provide a cross sectional venting area of 160 square inches. 8. An emergency vent diverter shall be provided such that under emergency conditions the first 9 gallons (approximately) of product emitted from the emergency vent will be • contained in a tank top reservoir using a weir plate. Emissions in excess of 9 gallons shall be directed to the containment dike via a chute of rectangular cross section having an area of 12 square inches. J • D 9. The containment dike shall be provided with a sump and 3/4" Sch 40 drawoff pipe to allow liquid to be pumped out of the dike. 10. The unit will be provided with stairs, landing and handrails designed in accordance with OSHA requirements. The top of the staircase shall attach to the front head of the tank to allow easy tank top filling. The stair frame and handrails shall be fabricated from carbon steel. Stair treads and fill platforms shall be constructed of slip resistant grating. 11. The tank and dike shall be provided with separate lifting lugs such that the primary tank and dike may be lifted separately. F. Exterior Coating for Steel Parts 1. All exterior steel surfaces (including the interior of the containment dike) shall be factory grit blasted to the Steel Structures Paint Councils Surface Preparation Specification No. 7 (SSPC-SP7) and coated with the manufactures standard white finish. 0 G. Factory Testing Requirements 1. The tank shall be factory tested in accordance with the requirements of UL 142. H. Spill Box 1. For waste oil tanks, a five gallon spill box as detailed in the Drawings shall be furnished and installed. i Is DIVISION 13 - Page 27 of 28 DIVISION 13 -SPECIAL CONSTRUCTION LABELS 1. Tanks shall be labeled in 4" high block letters on all sides and include the following: a) Diesel tank: DIESEL FUEL 1000 GALLONS S.C.D.H.S. NO. --- NO SMOKING b) Waste Oil tank: WASTE OIL 500 GALLONS S.C.D.H.S. NO. --- c) Tank number shall be determined by the SCHDS upon permit approval. INSTALLATION The tank shall be installed at the location shown on the Contract Drawings. The installation procedure should strictly follow manufacturer's instructions. The Contractor shall furnish to the Owner a statement that the installation was performed in accordance with the manufacturer's instruction. WARRANTY The tank shall bear a UI, certification plate and manufacturer's 3 year warranty shall be turned over to the Owner after the systems acceptance. INSURANCE The tank manufacturer shall provide a certificate of insurance that provides a minimum of twenty (20) million dollars ($20,000,000) of product liability coverage per occurrence. END OF SECTION 13410 - ABOVE GROUND STEEL STORAGE TANKS DIVISION 13 - Page 28 of 28 0 • DIVISION 15B —PLUMBING • GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items, which might affect the work under this Division. TABLE OF CONTENTS - DIVISION 15B - PLUMBING 15000 General 15060 Piping 15084 Waterline Insulation 15090 Hangers, Supports, Expansion and Contraction Devices 15100 Valves, Cocks, and Faucets 15400 Water Service 15408 Reduced Pressure Device(RPZ) 15411 Plumbing Fixtures 15424 Domestic Water Heater 15450 Sleeves and Trim 15771 Electric Heating Cable System for Water Pipes • 15900 Project Completion 15950 Stand -By Fire Well • • • KI 0 DIVISION 15B - Page 1 of 22 DIVISION 15B—PLUMBING SECTION 15000 - GENERAL GENERAL REQUIREMENTS All applicable provisions of the section entitled "General Conditions" and "Special Conditions" shall apply to all work under this Contract as if written out in full, and snail be adhered to by the Contractor. SPECIAL INSTRUCTIONS FOR BIDDERS A. The bidder shall, before submitting his proposal, examine the Civil, Architectural, Heating, Ventilating, Electrical and Plumbing Drawings and Specifications covering the work of other trades, so as to familiarize himself with the character of the work as a whole and to enable him better to understand the relation and extent of the work with reference to the work of other trades. B. The Drawings show schematically the approximate location of all apparatus. pipes. drains, etc. The exact location shall be subject to approval of the Engineer and/or Owner, who reserve the right to make, prior to installation, any reasonable changes in location indicated without extra cost to the Owner. C. It is the intent of the Contract Drawings and these Specifications to provide a complete and operative system. Whether shown on the Contract Drawings and/or included in the Specifications or not, the Contractor shall furnish and install all material, equipment and labor usually furnished with such systems, unless specifically excluded in these Specifications. WORK INCLUDED A. The Contractor shall furnish all labor, materials, equipment and incidentals to complete all plumbing work as specified herein, shown on the Contract Drawings and as directed by the Engineer. In general, the work shall include but not be limited to the following: Sanitary piping system and connections to the sanitary system, connection to house sewer, cleanout drain, and vent and all required leaching and vent connections to plumbing fixtures and other equipment requiring same. 2. Proposed domestic water supply system. 3. All plumbing fixtures and trim as hereinafter specified and/or indicated on he Drawings. 4. Cutting and patching as required so that all piping shall be concealed. 5. Excavation, backfilling and mechanical tamping of all waterline trenches. Trenches shall be backfilled in 6" compacted lifts. DIVISION 15B - Page 2 of 22 • • DIVISION 15B — PLUMBING • 6. House sewer line connection to new sanitary disposal system 5'-0" from building. • 7. Pipe covering as specified; sleeves and escutcheons for piping. 8. Flashing for vent stacks. 9. Hot water heater. • 10. Testing and procurement of approvals for all systems as may be required by the Engineer, governmental authorities and utility companies having jurisdiction. SUBMITTALS • The Contractor shall famish three (3) copies of Shop Drawings of all equipment and material to be furnished by him under this Contract for approval by the Engineer. Drawings shall be supplemented with catalog cuts, materials of construction, ratings, etc. DRAWINGS • A. Contract Drawings are generally diagrammatic, not showing every bend or offset as may be required to properly complete the work to meet job conditions, building geometry, changes in locations, work of other trades, etc. The Contractor shall furnish all such additional offsets, bends, piping, etc., at no additional cost to the Owner so that the completed • installations will result in neat, workmanlike, first-class operating plumbing systems of the highest quality. B. Field Drawings shall be maintained by the Contractor showing actual installed locations of all equipment and materials under this Contract. The Contractor shall maintain shop • drawings approved by the Engineer in a file in the field. C. Record Drawings shall be submitted by the Contractor to the Engineer upon completion of work and shall be marked "As- Built". • ADJUSTMENT AND/OR INSTRUCTIONS FOR EQUIPMENT A. The Contractor shall make all necessary adjustments for proper operation of all equipment furnished by them under this Contract. They shall also instruct and acquaint the Owner's designated representative in the proper operation of all equipment. • B. The Contractor shall prepare typewritten instructions and diagrammatic sketches of all equipment and systems, sealed in a watertight enclosure and posted in each Utility Room for the following: • 1. Sequence of operation to start-up each system. 2. Sequence of operation to shutdown each system. 3. Seasonal maintenance operations. 40 DIVISION 15B - Page 3 of 22 DIVISION 15B — PLUMBING C. Final payment under this Contract shall not be made until all the above requirements are satisfactorily completed to the approval of the Engineer. PERMITS AND REGULATIONS The Plumbing Contractor shall obtain and pay for all permits necessary to conduct the work and complete the Contract. All work shall be performed in strict accordance with the regulations and requirements of the various agencies having jurisdiction thereof. Upon completion of the work provided for in this Contract, and before final payment shall be made, the Contractor shall furnish the Engineer with any necessary certificates of approval issued by these various agencies. END OF SECTION 15000 - GENERAL DIVISION 15B - Page 4 of 22 0 i DIVISION 15B — PLUMBING 46 SECTION 15060 - PIPING 0 MATERIALS A. Water supply, piping, below grade shall be type K annealed, seamless copper water tube conforming to ASTM specifications 1388-89. B. Water supply piping, above grade shall be type L, hard drawn conforming to ASTM specification 1388-89. Fittings shall be wrought copper, solder type, conforming to ASTM specification 361-86. Solder joint shall be made with 95-5 tin and antimony. C. Waste, soil and vent piping for underground and below slab locations shall be standard weight cast iron hub and spigot, conforming to ASTM standard A 74-87. The Contractor may provide "slip-on" type compression joints with gaskets as approved by the engineer. D. Piping up and through floor for connection points to fixture soil lines, vent and drain connections shall be standard weight cast iron. At all such connection points, methods of jointing and sealing of dissimilar materials and diameters shall be performed in a manner acceptable to the Engineer. E. Concealed piping and other piping locations not under floors shall be No -Hub cast iron piping and fittings. Piping installation shall be performed utilizing expansion and contraction joints at locations as approved by the Engineer. Cast iron piping shall conform • to ASTM A74- 87. F. Cleanouts shall be provided at all bends, ends of soil lines, etc. and shall be full size opening per the piping diameter. G. The Contractor shall provide all necessary flashing for vent pipes that pass through the roofing system. All flashing shall have a minimum 18 -inch square base. No vents shall pass through roof closer than 18 inches from edge of the roof. Vent pipes shall extend at least 12 inches above roof and shall be flashed with Neoprene -aluminum Flashing. H. Water hammer arrestors shall be sized according to pipe size and shall be as manufactured by Precision Plumbing Products, Portland, Oregon or approved equal. A. Workmanship shall result in quality of the first class only. Piping shall be concealed wherever possible and shall be run straight and direct as possible either at right angle to or parallel with walls, floors and ceilings. Where slopes are indicated for piping, such runs shall be installed at the uniform rate indicated without high points and valleys between inverts shown. B. Reducing fittings shall be used wherever a change in size occurs. No bushing shall be allowed. Piping shall not be maned by tool marks. No more than one (1) thread shall be • DIVISION 15B - Page 5 of 22 DIVISION 15B —PLUMBING shown for fittings. Allowance shall be made for expansion and contraction of piping. Swing joints shall be used at all connections to equipment, main risers and branches. Hangers and supports shall be provided throughout to securely affix piping systems to the building construction. C. Vent piping shall be set and pitched so as to drain out moisture and prevent scale accumulation. Offset shall be made with 1/8 bends. Changes in direction shall be made with 45 -degree wyes and long turn or long sweep fittings. On vertical Lines, short turn sanitary fittings may be used. D. Cleanouts shall be provided and extended through walls and floor where necessary and as a minimum for: I . At the base of all stacks and risers 2. At all changes of direction. 3. At all traps. 4. At the end of all horizontal drains. E. Water shock arrestors shall be provided on all individual branch lines and shall be in accordance with accepted practice to prevent contamination of water supply in accordance with local and state codes and regulatory agency requirements. F. Water supply connections to fixtures shall be complete with chrome plated cast brass piping and stops. END OF SECTION 15060 - PIPING DIVISION 15B - Page 6 of 22 • * DIVISION 15B — PLUMBING • SECTION 15084 — WATERLINE INSULATION • Insulate exposed incoming water supply piping and fittings with a high density fiber glass insulation (minimum thickness of 2 inches) or polyurethane modified polyisocyanurate rigid cellular plastic (minimum thickness of 3 inches) and cover with a weather -protective jacketing, Micro -Lok Fiber Glass Pipe Insulation as manufactured by Johns Manville, or approved equal. • END OF SECTION 15084 — WATERLINE INSULATION • • • • • • El 0 DIVISION 15B - Page 7 of 22 DIVISION 15B — PLUMBING SECTION 15090 - HANGERS, SUPPORTS, EXPANSION AND CONTRACTION DEVICES GENERAL A. The Contractor shall support all above ground, above ceiling and exposed pipino systems in a suitable. secure manner as approved by the Engineer. In general, all hung piping above the door and ceiling shall be supported at 6 -foot centers with threaded rod and steel pipe cradle type hangers or pipe supports capable of handling the full weighted load. Hanging devices shall be as manufactured by Grinnell, Grabler, F,lcen or approved equal, and designed for the hanging method required and as approved by the Engineer. B. The Contractor when installing all supports shall allow for expansion and contraction of all piping as is required. All required devices to properly allow for expansion and contractions shall be incorporated by the Contractor in the construction of all piping systems. END OF SECTION 15090 - HANGERS SUPPORTS EXPANSION AND CONTRACTION DEVICES DIVISION 15B - Page 8 of 22 • • DIVISION 15B — PLUMBING • SECTION 15100 - VALVES, COCKS AND FAUCETS • MATERIALS A. Gate Valves - for shut-off purposes of all branches shall be solid wedge gate type with rising spindle, cast bronze, non -heat hand wheel equal to Jenkins Figure 47 (threaded ends) or Figure 1242 (solder ends), 2000 psi. non -shock water. • B. Ghon Vacuum Breakers - shall be pressure type, all bronze equal to Watts Regulator Co. or approved equal. The style, size and function shall be as approved by the Engineer. C. Pressure Relief Valves - shall be installed for system safety on the hot water heaters and • shall be all bronze, 80 psi setting, air or water and shall be Watts Regulator Co. or approved equal. The size, style and function shall be as approved by the Engineer. D. Drain Valves - shall be roughcast brass faucets with 3/4 -inch hose connection, non -heat hand -wheel, Sanitary B 1680 or approved equal. • E. Wall Hydrants - shall be 3/4" non -freeze hydrant, bronze casing and satin nickel finish for 8" wall. Wall hydrant shall be Model 8-8604L8 as manufactured by Wade Division / Tyler Pipe, Tyler, Texas or approved equal. • END OF SECTION 15100 - VALVES, COCKS AND FAUCETS • • • • • DIVISION 15B - Page 9 of 22 DIVISION 15B — PLUMBING SECTION 15400 — WATER SERVICE WORK INCLUDED A. The scope of the work shall include the installation of water service lines at all buildings (to 5 ft. out from building), shown on the contract drawings and /or as directed by the engineer. Phunbing Contractor shall coordinate hookup to incoming site water line (General Contractor's work). MATERIALS A. The water service line shall be 1 -inch diameter type K annealed, seamless copper water tube conforming to ASTM specifications B88-89. B. All necessary fittings and coupling shall conform to the standard specifications for type K annealed copper pipe. C. Double check assembly — Model 850 (1 ") by FEBCO METHOD OF CONSTRUCTION The water service line shall be installed a minimum of 54 inches below proposed grade. FEES The Contractor shall bear all expenses and fees required for the necessary inspections. END OF SECTION 15400 — WATER SERVICE DIVISION 1513 - Page 10 of 22 • • DIVISION 15B — PLUMBING • SECTION 15408 — WATER SERVICE AND REDUCED PRESSURE ZONE DEVICE • DESCRIPTION Furnish and installation of all materials necessary to establish water service to the site in accordance with all Suffolk County Water Authority, Suffolk County Department of Health Services And the Contract Drawings. All work will be in accordance with the Contract • Drawings and SCWA approved Plans. SUBMITTALS Submit manufacturer's specifications with detailed information regarding all components and installation instructions. Manufacturer's data must indicate compliance with standard contained • in this specification. MATERIALS A. RPZ Device with NRS gate valves — Device and associated equipment shall be as • manufactured by FEBCO or an equal device approved by the SCWA. If an approved equal is proposed the Contractor shall submit required revisions to the SCWA permit and obtain approval at his own expense. Pipe stanchion supports shall be in accordance with industry standards and the SCWA. • B. Insulated Enclosure - The heated insulated enclosure shall be manufactured by HotBox or an equal enclosure approved by the SCWA. Concrete slab shall be poured in-place concrete with a minimum compressive strength of 3000 psi. C. SCWA Meter Vault — Meter Vault shall be a small meter vault meeting the requirements • of the SCWA. D. Miscellaneous piping, valves fittings and accessories shall be in accordance with other sections of these specifications, the latest AWWA standards and SCWA standards. • INSTALLATION A. Install water services, water pipe, valves, fittings, RPZ devices, and all other devices in this specification in accordance with: • 1. the manufacturer's recommended installation procedures 2. Latest applicable AWWA Standards 3. with the Contract Drawings 4. ASTM D2321 5. The requirements of the Suffolk County Department of Health Services 6. The requirements of the Suffolk County Water Authority • B. Install insulated enclosure in accordance with manufacturer's written instructions. • DIVISION 15B - Page 11 of 22 DIVISION 15B —PLUMBING C. SCWA Meter vault shall be constructed in accordance with SCWA standard drawings for meter vaults. D. Installation of the concrete pad for insulated enclosure shall be in accordance with Section 501 of the New York State Standard Specifications, latest edition. E. Coordinate installation of water services with plumbing contractor. Coordination shall be at no additional cost to the Owner. F. Pressure and leakage testing: All types of installed pipe and devices shall be pressure tested and leakage tested in accordance with the latest addition of AWWA Standard 0600. Disinfection: Water mains and devices are to be disinfected in accordance with A W WA Standard C-651-86, or the latest version. G. Bacteriological testing: Bacteriological analyses of water samples collected after disinfection are required at locations specified by the Suffolk County Department of Health services. Generally, a bacteriological sample is required for every 1000 linear feet of water main or portion thereof. H. Excavation and backfill shall be in accordance with Section 02220 of these Specifications and the Drawings. Continuous and uniform bedding shall be provided in the trench for all buried pipe. Backfill material shall be tamped in layers around'the pipe and to a sufficient height above the pipe to adequately support and protect the pipe. Stones found in the trench shall be removed for a depth of at least six inches below the bottom of the pipe. I. Blocking: Install thrust blocks (reaction blocks) and tie rods as shown in the Contract Drawings. Thrust blocks shall be installed at all tees, bends, plugs, and hydrants. J. Cover: All water mains shall be covered to minimum depth of 54 inches with earth. K. 1. Testing, Inspection and Approval: The Contractor shall provide copies to the Owner of all test results, inspection reports or comments and the approval of the water supply system work by SCDHS, SCWA and the Town. 2. Acceptance: Work will not be accepted by the Owner until all the requirements of the SCDHS, SCWA and Town, have been complied with and approvals from each received, with copies to Owner. END OF SECTION 15408 — WATER SERVICE AND REDUCED PRESSURE ZONE DEVICE DIVISION 15B - Pa -e 12 of 22 • • DIVISION 15B — PLUMBING 0 SECTION 15411 - PLUMBING FIXTURES • MATERIALS - GENERAL A. Vitreous China: First quality, smooth, uniform color and texture, with fused on glaze covering surfaces exposed to view. • 1. Surfaces shall be free of chips, craze, warpage, cracks and discolorations. Surfaces in contact with walls or floors shall be flat, with warpage not to exceed 1/16 inch per foot. 2. Color: White. • B. Fixture Trim: Brass, bronze, or stainless steel construction; consisting of supply and waste fittings, faucets, traps, stop valves, escutcheons, sink strainers, nipples, supplies, and metal trim. C. Fixture Trim Finishes: • I. Brass or Bronze: Polished or satin finished chrome plating, 0.02 mil chromium over 0.2 mil nickel plating. 2. Stainless Steel: Invisible welds and seams, and unless otherwise specified, • polished to No. 4 commercial finish. D. Fixture Hold-down Bolts: Steel, plated for corrosion resistance. Cap nuts, metal polished and chrome plated. • E. Combination Faucets: Faucets shall turn counter to each other for the on and off positions. • F. Vandal Resistant Fasteners: Torx head with center pin. LAVATORY - HANDICAPPED ACCESSIBLE A. Fixture: Vitreous china, flat top, extended back ledge punched for lavatory fitting, anti - splash rim, front overflow, and lower lugs for bearing plate bolting; designed for wall • mounting. Model No. K-2054 as manufactured by Kohler or approved equal. B. Lavatory Faucet: Center set unit with the following features: 1. Maximum Flow: 2.0 gpm. • 2. Vandal resistant water guard. 3. Brass valve body. 0 DIVISION 15B - Page 13 of 22 DIVISION 15B—PLUMBING 4. Lever handles set on 4 inch centers, with quarter turn washeriess ceramic disc valves. Plastic spline inserts will not be accepted. a. Faucet: Model No. K-7404 —KE or approved equal. b. Handles: Model No. K-16010-4 Triton Lever Handles or approved equal. C. Waste Fitting: 1-1 /4 inch tailpiece with a cast brass flat perforated strainer ;rate. D. Trap: Cast brass, non-adjustable P trap, 1-1/4 inch tubing inlet, 1-1/2 inch ips outlet. E. Trap Nipple: Ips brass with a solid cast brass escutcheon. F. Supplies: 3/8 inch ips brass, with offset and straight key operated stops with keys. VITREOUS CHINA WATER CLOSETS A. Fixtures: Vitreous china, full size, elongated combination toilet. Model No. K-3481 as manufactured by Kohler or approved equal. B. Operation: Fixture shall flush satisfactorily without extraordinary rise of water level in the bowl. Maximum gallons of water per flush: 1.6 gallons. C. Water Closet Floor Flange: Use with Cast Iron Soil Pipe: Cast iron, 90 ounce minimum weight. D. Seat: Extra heavy duty, commercial design; Model No. K -4670 -CA by Kohler. or approved equal. Color: White. VITREOUS CHINA URINALS A. Wall Supported Fixture: Vitreous china, with elongated rim, integral trap and extended side shields Model No. K -4960 -ET as manufactured by Kohler or approved equal. Method of Support: Wall hangers and lugs for bearing plate bolting. B. Operation: Fixture shall flush satisfactorily with a maximum of one gallon of water and be accomplished without extraordinary rise in water level in the bowl. C. Fixture Types: Wall supported, washout action, back outlet, and a 3/4 inch top spud inlet for an exposed flush valve connection. FLUSH VALVES A. Exposed urinal flushometer for 1/4" top spud urinal Royal 11 Model 186-1.0 Low Consumption w/ satin chrome finish by Sloan Valve Company or approved equal Maximum Flow Per Flush: 1.0 gallons DIVISION 15B - Page 14 of 22 • DIVISION 15B — PLUMBING • CLEANING. FLUSHING AND ADJUSTMENT • A. Clean fixture and trim. Remove grease and dirt; polish surfaces but leave stickers and warning labels intact. B. Flush supply piping and traps; clean strainers. • C. Adjust stops for proper delivery. D. Adjust metering faucets for proper timing. • END OF SECTION 15411- PLUMBING FIXTURES • • • • • Is DIVISION 15B - Page 15 of 22 DIVISION 15B — PLUMBING SECTION 15424 - DOMESTIC WATER HEATER MATERIALS Water heaters - shall be 12 gallon, Model EH12 manufactured by RHEEM-RU11) having an electrical input of ')kW with a recovery rate of 12 GPIs at a 100 F temperature rise or approved equal. A. Water heater shalt be installed with two unions, one ball valve and one relief valve. B. The water heaters shall be installed in accordance with the contract drawings and as per the manufacturer's instructions. The engineer shall approve final layout of all plumbing materials and connections. END OF SECTION 15424 - DOMESTIC WATER HEATER DIVISION 1511 - Page 16 of'-)'? • • DIVISION 15B — PLUMBING • SECTION 15450 - SLEEVES AND TRIM • GENERAL The Contractor shall install sleeves at all locations where pipes pass through masonry walls. MATERIALS In A. Sleeves — shall be galvanized steel, 16 gauge minimum, sized one inch larger than the outside diameter of the pipe passing through it. Sleeves shall be fastened in place and a surface finishing plate or escutcheon shall be installed to cover the sleeve opening but allow the pipe to pass through the plate or escutcheon. B. Plates or escutcheons shall be chrome -plated brass securely fastened. All sleeves shall be concealed by the plate or escutcheon. END OF SECTION 15450 - SLEEVES AND TRIM • • • KI • 0 DIVISION 15B - Page 17 of 22 DIVISION 15B —PLUMBING SECTION 15771 — ELECTRIC HEATING CABLE SYSTEM FOR WATER PIPES GENERAL Provide a low temperature, all electric, self-regulating type heating cable trace system for plastic and metallic pipes that will maintain the pipeline water temperature at approximately 50 degrees E when the ambient temperature drops to a low of -40, -20, 0 degrees F. All exposed water piping and fittings to have a low voltage heat trace system complete in all respects including seasonal thermostat. MANUFACTURERS System shall be as manufactured by Raychem Corporation, 300 Constitution Dr., Menlo Park. CA 94025-1164, (800) 542-8936, www.raychem.com, or approved equal. HEATING CABLE A. Gardian W51 Heating Cable: preassembled electric heating cable sized according to pipe lengths according to the manufacturer's instructions. B. Rating: 120 V. 15 amp ACCESSORIES A. Thermostat: B. Fiberglass Tape C. Caution Labels D. Aluminum Tape (Necessary for plastic pipe installation) EXAMINATION A. Installer to verify field measurements are as shown on Drawings. B. Installer to verify that required utilities are available, in proper location, and ready for use. C. Beginning of installation means installer accepts conditions. INSTALLATION A. Complete installation shall conform to appropriate local codes and shall be in accordance with manufacturer's instructions. DIVISION 15B - Page 18 of 22 • • DIVISION 15B —PLUMBING • B. Allow additional cable for values, flanges, pumps and support per manufacturer's installation instructions. • C. Band heating cable to pipe with tape wraps approximately every 12". Locate heating cable on pipe per manufacturer's instructions. D. If heating cable is being used to heat plastic pipe, attach aluminum tape length of pipe and • band heating cable on aluminum tape to evenly distribute heat. E. For pipes with flanges and multiple runs install according to detailed layout drawings. FIELD QUALITY CONTROL • A. Test continuity of heating cable. • END OF SECTION 15771— ELECTRIC HEATING CABLE SYSTEM FOR WATER PIPES • • • • 0 DIVISION 15B - Page 19 of 22 DIVISION I5B—PLUMBING SECTION 15900 - PROJECT COMPLETION CLEANING AND ADJUSTING As directed, the Contractor shall finally and thoroughly clean all fixtures, equipment, piping, and other exposed work. Cleaning work shall be done in stages if so ordered to facilitate the work of others. All traps, wastes and supplies shall be shown to be free and unobstructed. All valves. faucets and automatic control devices shall be carefully adjusted for proper and quiet operation. GUARANTEE The Plumbing Contractor shall guarantee for a period of one year from date of final acceptance of the work, all materials and equipment furnished and installed and shall replace any work or equipment without charge which may become, as a result of defective work or materials, or which may be damaged during the correction of defective work. TESTS A. The Contractor shall perform and pass all required tests prior to acceptance of the work. These tests shall include but are not limited to the following: I. Hydrostatic Pressure Test shall be performed on all piping at a minimum pressure of 100 psi. 2. Hydrostatic Pressure Test on all waste water drainage and soil piping when systems are filled to overflowing. Provide temporary test plugs as required. B. The entire plumbing system shall be subject to function under normal design operating conditions and shall be leak free and capable of withstanding actual water pressures prior to final acceptance of the work. Final payment shall not constitute release or remove obligations from the Contractor to provide an acceptable operating system. STERILIZATION All potable water lines shall be sterilized in an approved manner prior to acceptance. FINAL CLOSEOUT The Contractor shall provide operations and maintenance manuals for all materials, equipment and systems installed and instruct the Owner's designated personnel on their use. END OF SECTION 15900 - PROJECT COMPLETION DIVISIONv 15B - PaHe 20 of 22 • • DIVISION 15B — PLUMBING • SECTION 15950 — STAND BY FIRE WELL • WORK INCLUDED The scope of the work shall include the installation of stand-by fire well as specified herein, shown on the contract drawings and /or as directed by the engineer. • MATERIALS Well Equipment A. Well Casing — shall be 6—inch diameter SCH 40 PVC. •' B. Well Screen — shall be 304 stainless steel conforming to the interior and exterior diameters of the well casing. Well screen pattern shall be 30 slots (.030") with a Number 1 gravel pack. C. Pump — shall be a 7.5 horsepower stainless steel model 230S75-31313, 3 -wire 120/240 volt, 3 Phase as manufactured by Grundfos or approved equal. The pump shall be rated to provided 200 gallon per minute (GPM) at 80 pounds of pressure per square inch (psi), at 100' TDH. The Motor shall and be equipped with a 30 ampere pump start panel to be located within Transfer Station building. Start panel shall be NEMA 3R weather proof box with a manual on/off switch. • D. Drop Pipe — shall be 3 -inch diameter galvanized steel pipe and include a "Tee" check valve at the top of the well. E. Well Seal — shall be a 6 -inch diameter by 3 -inch. • F. Wiring — shall be direct burial No. 8 conductors G. Exterior Enclosure — shall as manufactured by Amtek or approved equal. The size of the enclosure shall be as required to adequately accommodate and cover the irrigation well as approved by the engineer. • Above -Ground Post Hydrant The hydrant shall be Eclipse Model No. 2 post hydrant (non-freezing model) as manufactured by the The Kupferle Foundry Company (1 - 800 - 231 — 3990) or approved equal. The hydrant shall have these minimum properties: to 1. One 2" nozzle for hose connection. 2. Capable of the bury depths shown on the contract drawings. 3. Inlet shall be a 3" iron pipe, and shall be furnished with ductile iron pipe trench stock. 4. Contain a 2-3/16" valve opening • 5. Shall be capable of replacing the interior parts without disturbing any connections. 6. Hydrant shall be red in color. 0 DIVISION 15B - Page 21 of 22 DIVISION 15B — PLUMBING Fire Hose and Reel Assembly The fire hose reel shall be model 43 -3321 -CG -ILC as manufactured by Reelcraft (1-800-444- 3134) or approved equal. The hose reel shall be capable of holding 200' of 1hose. The hose shall be a series 43, I -`/z" LD. and 2-1/16" O.D. hose. Reel shall be a hand crank drive type. Reef shall contain a 90° ball bearing swivel joint with female NPT threads and 2' Victaulic groove. All flanges shall be powder coated steel, as well as the entire frame and components shall be powder coated red and black. The reel unit shall have a Max working pressure of 600psi. The Reel shall be attached to a stand as shown on the contract drawings. as well as the stand shall be bolted to the floor. The nozzle for the fire hose shall he Model 3714 as manufactured by Guardian Fire Equipment. Inc. (305-633-0361) or approved equal. Nozzle shall have an "On/Off' flow pattern adjustment through the body's rotation and be capable to disperse water in either a tog or straight stream. Nozzle shall be constructed of a red polycarbonate material. METHOD OF CONSTRUCTION A. The Contractor shall install the well at the proposed location as indicated on the plans and or as approved by the engineer. B. The wells shall be developed using compressed air and constructed in a manner conforming to the highest industry standards to provide for the greatest performance potential as possible. A well log shall be completed and provided for submission upon completion of the well. C. All necessary plumbing materials and equipment not fully specified herein shall be furnished and installed to provide a complete operative system. D. The top of the well casing shall be installed approximately 1 -foot below grade and be capped off with a well seal as specified. E. An exterior enclosure (Irrigation Box) shall be installed to grade over the proposed well. F. All piping from the well to the hydrant shall be 3" SCH 1120 PVC pipe. G. A pump starter panel shall be installed in the Transfer Station Building as indicated on the construction plans. H. The hydrant shall be installed within the Transfer Station Building as shown on the contract drawings. The hydrant shall be connected to the hose reel through the use of a flexible 2" Ultra high molecular weight Polyethylene (U.H.M.W.) hose. This hose shall have helical wire reinforcement consisting of 4 textile spirals and 2 textile braids. 1. END OF SECTION 02520 — STAND BY FIRE WELL DIVISION 15B - Page 22 of22 • • DIVISION 16 — ELECTRICAL• GENERAL • The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract Documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might • affect the work under this Division. TABLE OF CONTENTS - DIVISION 16 - ELECTRICAL • W DIVISION 16 - Page 1 of 36 Included in this Division are the following sections: • 16000 General 16110 Raceways 16111 Conduits. 16120 Wires and Cables 16131 Pull Boxes and Junction Boxes • 16134 Outlet Boxes 16160 Panel Boards 16170 Circuit Disconnects 16175 Receptacles 16176 Switches • 16177 Device Plates 16190 Supporting Devices 16191 Expansion Joints 16192 Sleeves 16231 Emergency Standby Generator • 16402 Underground Electric Service 16430 Metering 16450 Grounding 16475 Temporary Light and Power 16510 Interior Building Lighting • 16520 Exterior Building Lighting 16521 Street Lighting and Grounds Lighting 16720 Telephone Conduit System 16722 Coaxial Cable Distribution System 16880 Electrical Baseboard Heaters 16885 Electric Overhead Space Heater 16895 Electric Water Heater 16896 Exhaust Fans 16902 Electrical • W DIVISION 16 - Page 1 of 36 DIVISION 16 — ELECTRICAL SECTION 16000 - GENERAL SECTIONS INCLUDED All applicable provisions of the sections entitled "General Conditions" and "Special Conditions" shall apply to all work under this Contract as if written out in frill, and shall he adhered to by the Contractor. SPECIAL INSTRUCTIONS TO BIDDERS A. The bidder shall, before submitting a proposal, examine the site, construction drawings and specifications covering the work of other trades, so as to familiarize themselves with the scope of the project as a whole and to enable them to better understand the relation and extent of the work. B. The construction drawings and details show schematically the approximate location of all apparatus, lights, switches, and appurtenant electrical materials and equipment. The exact location of shall be subject to approval of the Engineer who reserves the right to make, prior to installation, any reasonable changes in location indicated without extra cost to the Owner. C. It is the intent of the contract drawings and these specifications to provide a complete and operative system. Whether shown on the contract drawings and/or included in the specifications or not, the Contractor shall furnish and install all material, equipment and labor usually furnished with such systems, unless specifically excluded in these Specifications. WORK INCLUDED A. The Contractor shall furnish all labor, materials, equipment and incidentals to complete all electrical work as specified herein, shown on the Contract Drawings and as directed by the Engineer. In general, the work shall include but not be limited to the following: 1. Underground permanent electrical services; 2. Temporary power during construction until permanent power is provided; 3. Light and power distribution system, including panel boards: 4. Interior and exterior lighting systems; 5. Receptacles, switches. disconnect switches, outlet boxes, device plates; 6. Branch circuit wiring; 7. Conductors acid raceways: 8. Grounding; 9. Final connections to equipment furnished by others such as pumps, hot water heaters, etc. 10. Equipment safety switches: DIVISION 16 - Page 2 of 36 r • DIVISION 16 — ELECTRICAL• • SUBMITTALS The Contractor shall furnish four (4) copies of Shop Drawings of all equipment and material to be furnished by him under this Contract for approval by the Engineer. Drawings shall be supplemented with catalog cuts, materials of construction, ratings, etc. DRAWINGS A. The contract drawings are generally diagrammatic, not showing every bend or offset as may be required to properly complete the work to meet job conditions, building geometry, changes in locations, work of other trades, etc. The Contractor shall fiunish all such additional offsets, bends, piping, etc., at no additional cost to the Owner so that the completed installations will result in neat, workmanlike, first-class operating electrical systems of the highest quality. B. Field drawings shall be maintained by the Contractor showing actual installed locations of all equipment and materials under this Contract. Shop drawings approved by the « Engineer shall be maintained by the Contractor in the field. C. Record Drawings shall be submitted by the Contractor to the Engineer upon completion of work and shall be marked "Record Plan". ADJUSTMENT OF AND INSTRUCTIONS FOR EQUIPMENT A. The Contractor shall make all necessary adjustments for proper operation of all equipment furnished by him under this Contract. He shall also instruct and acquaint the Owner's designated representative in the proper operation of all equipment. B. The Contractor shall prepare type written instructions and diagrammatic sketches of all equipment and systems. This material shall be posted in Transfer Building and O&M Shop for the following: 1. Circuit breaker schedule. C. Final payment under this Contract shall not be made until all the above requirements are met by the Contractor. PERMITS AND REGULATIONS • A. The Electrical Contractor shall obtain and pay for any permits necessary to conduct work and complete this Contract. All work shall be performed in accordance with the National Electric Code. Upon completion of the work provided for in this Contract, and before final payment shall be made, the Contractor shall famish the Engineer with any necessary Certificates of approval issued by various regulatory agencies. The Contractor • shall supply a Certificate of Approval from the New York Board of Fire Underwriter's. END OF SECTION 16000 - GENERAL S DIVISION 16 - Page 3 of 36 DIVISION 16—ELECTRICAL SECTION 16110 - RACEWAYS GENERAL A. Branch circuit raceways for light and power may be rigid galvanized steel or alumitmm conduit, electric metallic tubing in accordance with the job conditions. National. Statc and Local Codes. Minimum trade size 3/4", except where otherwise noted. All home rams and feeders shall be in rigid steel or EMT. (Aluminum conduit is not permitted to be embedded in concrete.) B. All raceways installed shall be placed parallel (or perpendicular) to walls and ceilings using fittings and shall be installed in a workmanlike manner. No raceways shall be run exposed in finished areas. C. The routing of raceways and locations of outlets and panels shown on the plans is diagrammatic only and subject to such modifications (without extra cost to the Owner) as conditions may necessitate. D. The ends of raceways where entering boxes shall be fitted with galvanized locknuts and bushings. E. Where allowed by National Electric Code Regulations. Contractor may substitute "MC" in lieu of conduit and wire for branch circuits. F. Provide all explosion -proof fittings wherever required to comply with National Electric Code for the intended building use. END OF SECTION 16110 - RACEWAYS DIVISION 16 - Page 4 of ;6 • • DIVISION 16 — ELECTRICAL• SECTION 16111- CONDUITS GENERAL A. Aluminum conduit will not be approved. B. Rigid metallic or non-metallic conduits (Schedule 40 or 80), will be approved when • installed in accordance with the requirements of the latest issue of the National Electrical Code. C. Conduit size shall be as indicated on the drawings, or minimum in accordance with the N.E.C. • D. Conduit system shall be installed in accordance with the latest edition of the N.E.C. and shall be installed in a neat, workmanlike manner. E. Schedule 40 metallic or non-metallic conduit may be used below grade under pavement or sidewalks unless prohibited by municipal ordinances. F. In all cases, rigid non-metallic conduit shall be clearly and permanently identified as to schedule and trademark. G. The entire conduit system shall be installed to provide a continuous bond throughout the system. H. Exposed conduits shall be run parallel to and at right angles to buildings using conduit fittings for all turns and off -sets. • I. Exposed conduits shall be securely fastened in place on maximum ten (10) foot intervals. Hangers, supports or fasteners shall be provided at each elbow and at the end of each straight run terminating at a box or cabinet. J. All empty conduits shall contain a 3/16 -inch vinyl pull rope. • END OF SECTION 16111- CONDUITS i DIVISION 16 - Page 5 of 36 DIVISION 16 — ELECTRICAL SECTION 16120 - WIRES AND CABLES GENERAL A. Conductors No. 10 and smaller shall be single braid, solid, Conductors No. 8 and larger shall be stranded cable. B. Branch circuit wiring shall be continuous from outlet to outlet. No splices will he permitted except at outlets. Splices shall be made mechanically and electrically secure with 3M "Scotch -Locks." C. No conductors shall be installed in raceways until all mechanical work is completed. Raceways shall be kept free of moisture. Use approved lubricants only for pulling purposes. D. Branch circuit conductors shall be Type THW, color coded for identification, E. Connections at panels shall be such that no neutral conductor shall service more than one branch circuit from the same phase. Connect branch circuits in phase sequence in panel boards. F. Minimum size of conductors shall be No. 12 gauge except where specifically permitted in other sections of this division. G. Feeders shall be load balanced as closely as possible. H. Conductors in buried exterior conduits for secondary service shall be Type THHN or USE -2. I. Conductors in interior conduits shall be Type THWN-2. END OF SECTION 16120 - WIRES AND CABLES DIVISION 16 - Page 6 of 36 • DIVISION 16 — ELECTRICAL• SECTION 16131 - PULL BOXES AND JUNCTION BOXES GENERAL Pull boxes and junction boxes shall be made of code gauge steel with screw covers, Sizes shall be as required and/or approved in accordance with the National Electric Code. ' END OF SECTION 16131- PULL BOXES AND JUNCTION BOXES 0 • • i DIVISION 16 - Page 7 of 36 DIVISION 16 — ELECTRICAL SECTION 16134 - OUTLET BOXES GENERAL A. At every outlet shown on the plans, install a galvanized steel outlet box complete with cover. Set all boxes correct, square and true with building finish. Edge of covers shall be Hush with building tinish where concealed wiring is required. Outlets shall be erected in advance of partitioning, furring and fireproofing and shalt be properly secured to building structure or steel. B. Locations of all outlets shown on the Plans shall be verified. Engineer's plans showing interior details and finish and adjustment shall be made to coincide with architectural locations where necessary. In no case, however, shall the number and type of outlets be less than that shown on the plans. C. Outlet boxes installed in concrete or fill shall be of the concrete type, with removable cover. Receptacles and switch boxes shall have regular deep plaster covers. Outlet boxes in hung ceilings shall be of the regular shallow type. Other types of boxes shall be as hereinafter specified, as noted in the Plans as required. D. Contractor shall allow for overhead pipes, ducts and other mechanical equipment, variations in arrangement and thickness of fireproofing and plastering, etc. E. Gang type boxes shall be used wherever more than one wiring device is to be installed in the same location. F. Weatherproof outlet boxes shall be cast aluminum with gasket between box and cover making boxes vapor tight and water tight. END OF SECTION 16134 - OUTLET BOXES DIVISION 16 - page 8 of 36 • • DIVISION 16 — ELECTRICAL• SECTION 16160 - PANEL BOARDS • GENERAL Proposed Panel Boards: A. Proposed panel boards shall be Square D or approved equal as indicated on the construction plans. B. Provide surface mounting type panel boards as indicated on the Plans. Connectors shall be compression type suitable for copper conductors. Provide flush combination catch and locks on each door, all of which shall be operable from the same master key. • C. Panel Boards shall be mounted in enclosing cabinets, consisting of a code gauge sheet steel box, having a trim and door. Boxes shall be manufactured from commercial hot dipped galvanized sheet steel with corners lapped and riveted. Trim shall be manufactured from one piece of full finish sheet steel. Doors shall have concealed hinges. Finishes shall be light gray enamel. • D. A directory holder with correct typewritten list of circuits shall be included with all panel boards, and shall be mounted in steel frames with plastic covers. E. Panel boards shall be of the dead front phase sequence circuit breaker type construction, • with each circuit number clearly identified by means of letters, and rated in accordance with the Drawings. F. Circuit breaker for panel board shall be molded case, automatic quick -make, thermal - magnetic type as manufactured by Cutler Hammer or approved equal. They shall • indicate whether the handle is in the "ON', "OFF", or "TRIPPED" position. Multi -pole breakers shall be internal common trip type. Breaker shall be as indicated in the schedule on the Drawings. G. All breakers shall be bolt in type only. • Existing Panel Boards to be Reused: A. The Contractor shall utilize the existing panels within the Administration Building and Weigh Station. B. The Contractor shall tie into the existing panels; provide necessary breakers, route circuits as necessary, and grounding as required. �- END OF SECTION 16160 - PANEL BOARDS DIVISION 16 - Page 9 of 36 DIVISION 16 — ELECTRICAL SECTION 16170 - CIRCUIT DISCONNECTS GENERAL A. Safety switches shall be installed wherever required by code and at the following: I . Unit heaters 2. Fan units B. Safety switches for exterior service shall be 3R switches. Safety switches shall be non- fused where circuit is protected by circuit breakers. C. Safety switches shall be sized for the circuit served. Switches shall be heavy duty "type by Cutler Hammer or approved equal. END OF SECTION 16170 - CIRCUIT DISCONNECTS DIVISION 16 - Page 10 of 36 • • DIVISION 16 — ELECTRICAL* SECTION 16175 - RECEPTACLES • GENERAL A. Provide flush mounted receptacles where indicated. Mounting heights to be 18 inches above finished floor unless otherwise directed or required to maintain clearance of equipment by other trades, etc. Verify work of others trades before installing to be • certain that there will be no interference as to height, location, etc. Mount all receptacles in a vertical position. B. Standard receptacles shall be duplex, grounding type, rated at 20 amperes, 125 volts AC. • C. Exterior receptacles shall be duplex, grounding type, ground fault interrupting, 20 AMP, 120 volt, Model 6898-HGG with Model 4998 cover by Leviton or approved equal. D. Receptacles in bathrooms shall be ground fault protected. END OF SECTION 16175 - RECEPTACLES • • • • 0 DIVISION 16 - Page I1 of 36 DIVISION 16 — ELECTRICAL SECTION 16176 - SWITCHES GENERAL All switches shall be flush mounted. Verify all mounting heights before installing to he certain that there will be no interference with equipment of other trades as to location, etc, and compliance with hazardous location requirements, if any, of the NYBFU and NEC. Single poles, three pole and four-way switches shall be fully rated at 20 amperes, 125 volts, AC quiet line type, white, by Leviton or approved equal. END OF SECTION 16176 - SWITCHES DIVIS[ON 16 - Page 12 of 36 • • DIVISION 16 — ELECTRICAL SECTION 16177 - DEVICE PLATES • GENERAL A. Provide a cover plate for each outlet installed. B. Plates shall be metal (painted), by Leviton or approved equal. • C. Cover plates for junction boxes shall be flat galvanized. D. Where more than one device is mounted in one outlet box or where two or more outlet boxes are installed adjacent to each other, the face plate shall be a common "Gang" type. • END OF SECTION 16177 - DEVICE PLATES • • • • C 0 DIVISION 16 - Page 13 of 36 DIVISION 16—ELECTRICAL SECTION 16190 - SUPPORTING DEVICES GENERAL A. All raceways shall be supported from the building structure by means of approved type hangers, clamps or straps as conditions require. This excludes raceways concealed in concrete slabs. B. Hangers, clamps or straps shall be securely anchored to buildings structure by means of bolts or inserts as required. C. Raceways shall be supported at intervals of not over 10 feet for 1-1/4" and larger. 8 feet for 1" and 3/4", and 6 feet for 1/2" END OF SECTION 16190 - SUPPORTING DEVICES DIVISION 16 - Page 14 of 36 • DIVISION 16— ELECTRICAL* SECTION 16191 - EXPANSION JOINTS • GENERAL A. All raceways crossing expansion joints shall be placed so as to compensate for movement of one part of the structure in relation to another and shall have an expansion fitting inserted wherever same crosses such ajoint in the structure. • B. Set the insulating bushing in the center of the fitting so as to allow a 2 inch movement in either direction. Expansion heads shall be sealed by high grade graphite packing. C. Provide each fitting with a copper bonding jump, with one loop of jumper placed in the mastic joint. END OF SECTION 16191- EXPANSION JOINTS • G KI • • • 0 MVISION 16 - Page 15 of 36 DIVISION 16 — ELECTRICAL SECTION 16192 - SLEEVES GENERAL A. Provide conduit sleeves in connection with all conduits passing through concrete walls and floor slabs. Sleeves shall be set in concrete constriction before pouring and shall be waterproof type. Locate, set and anchor all sleeves in a substantial manner so that they will not become displaced. All sleeve locations shall be subject to the approval of the Engineer prior to construction of same. B. Where conduits pass through exterior foundation walls or slab on ground, sleeves shall be provided and set by the Contractor. Sleeves in exterior of building walls below grade shall be installed with approved caulking between sleeves and conduit to make it waterproof. C. Conduit sleeves shall extend past walls or above floors at least 2 inches. "Che space between sleeves and conduit passing through them shall be amply sufficient to permit conduit expansion and contraction and precaution shall be used so as to prevent concrete. plaster, etc., being forced between risers and sleeves. END OF SECTION 16192 - SLEEVES DIVISION 16 - Page 16 of 36 • 0 DIVISION 16 — ELECTRICALS SECTION 16231— EMERGENCY STANDBY GENERATOR • GENERAL A. The Electrical Contractor shall remove the existing standby generator, day tank, and transfer switch for reuse on the proposed Transfer Building. • B. The Electrical Contractor will be responsible for the relocation, temporary storage, safeguarding and reinstallation of the standby generator, day tank, and transfer switch. C. The Electrical Contractor shall be responsible for providing the proposed concrete generator slab, conduit, wiring, equipment, labor and incidentals required to provide an • operational standby generator. END OF SECTION 16231— EMERGENCY STANDBY GENERATOR • • • • • KI 0 DIVISION 16 - Page 17 of 36 DIVISION 16 — ELECTRICAL SECTION 16402 - UNDERGROUND ELECTRIC SERVICE WORK INCLUDED A. The Contractor shall furnish and install all labor, equipment, materials and incidentals necessary to provide electrical services to the proposed locations shown on the Drawings. B. Service shall be 3-phase, 600 AMP, 240/120 volt, Delta service. Service shall be from existing LIPA pole located on the east side of the site. C. Service entrance cables shall be in conduit for the full length. Conduit shall be marked with metallic top buried 6" deep in service trench. Tape shall be marked "Caution - Buried Electric Line' or approved equal. D. Closely coordinate this work with the Long Island Power Authority prior to submitting the bid so there are no misunderstandings as to the extent and character of the work and charges involved. Include all utility company (if applicable) chargees in the bid. E. All trenches shall be backfilled in 6" lifts. Backfill shall be clean sand from on site up to within 6" of finish grade. The top 6" of backfill shall be screened topsoil. Backfill shall be thoroughly consolidated with mechanical tampers to 95 percent of the standard proctor value for soil used. Soil shall be at optimum moisture content for backfill operation. MATERIALS A. The material specification for all conductors and conduits shall conform to the other sections of this Division as is appropriate, indicated on the contract drawings and or as directed by the engineer. B. Feeder cable shall be as shown on the Construction Drawings. Cable shall be marked with metallic tape buried 6" above the service conductors. Tape shall be marked "Caution - Buried Electric Line" or approved equal. METHOD OF CONSTRUCTION A. The Contractor shall perform the electrical services installation in accordance with the requirements and standards of the LIPA `Red Book". B. All work reunited to complete the service installations shall conform to the other Divisions of the specifications as is required. C. All trenches in pavement areas shall be backfilled in 6" lifts. Backfill shall be clean sand and gravel from on site. Backfill shall be thoroughly consolidated with mechanical tampers to 95 percent of the standard proctor value for soil used. Soil shall be at optimum moisture content for backfill operation. DIVISION 16 -Page 18 of 36 • • DIVISION 16 — ELECTRICAL • D. All underground trenches shall comply with Article 300.5 of the NEC. • END OF SECTION 16402 - UNDERGROUND ELECTRIC SERVICE • C • • • • • • 0 DIVISION 16 - Page 19 of 36 DIVISION 16 — ELECTRICAL SECTION 16430 — METERING GENERAL A. The Contractor shall furnish and install electric metering equipment in accordance with LIPA requirements. B. The metering equipment shall be furnished with a main disconnect located below the actual meter and be accessible from the exterior of the proposed transfer building. END OF SECTION 16430 — METERING DIVISION 16 - Page _U of 36 0 • DIVISION 16 —ELECTRICAL* SECTION 16450 - GROUNDING 0 GENERAL A. The Contractor shall install all equipment and material necessary to provide a complete and adequate "grounded system" in accordance with the requirements of the New York Sate Building Code and National Electric Code. Size of ground conductor shall be as 40 required to suit the conditions. B. The Contractor shall furnish all labor and materials necessary for grounding connections as required by the Long Island Power Authority. This includes the grounding of all apparatus furnished under other sections of the scope of work for the project. 0 C. Exposed, non-current carrying metal parts of fixed equipment which is liable to become energized, shall be grounded under any of the following conditions: 1. Where equipment is supplied by means of metal -clad wiring. 0 2. Where equipment is located within the reach of a person who can make contact with any grounded surface or object. 3. Where equipment is located within the reach of someone on the ground. 4. Where equipment operates with any terminal 120 volts to ground or greater. 5. Where equipment is in electrical contact with; metal or metal lath. D. All circuits shall be run with a separate grounding conductor. • END OF SECTION 16450 - GROUNDING • 0 KI 0 DIVISION 16 - Page 21 of 36 DIVISION 16 — ELECTRICAL SECTION 16475 - TEMPORARY LIGHT AND POWER GENERAL A. The Electrical Contractor shall provide and maintain temporary power and light to the Proposed Transfer Station and Residential Dropoff Facility during the entire construction period as may be required. B. The Electrical Contractor shall connect to an existing onsite service to remain or install temporary metering and make all arrangements with Power Company for temporary construction service for working purposes and for the safety of all personnel. The General Contractor shall pay all energy charges incurred by use of tcmporary power. C. The Electrical Contractor shall provide all necessary materials and labor to make power connections for equipment, machines, electric hand tools, etc. as used by all Hades. Temporary lighting at construction trailers shall be available at all times. Provide full time safety lighting of corridors and the stairs. D. The Electrical Contractor shall famish all labor needed to keep this temporary system energized during the entire construction period of daily working day of all trades. E. The Electrical Contractor shall provide distribution cabinets with fused circuit, local tuse boxes, feeders, branch circuit wiring and sockets, lamps mid lock type lamp guards distributed for adequate general working light and not less than one 150 watt lamp for every 1000 square feet of space or 100 watt lamp for 700 square feet. F. Provide all connections, repairs, replacements and maintenance as requested by all trades. G. Permanent service shall be installed as soon as General Construction progress permit and may be used for temporary light and power. H. The temporary light or power shall remain as long as it is needed or until it is replaced by permanent electrical utility. END OF SECTION 16475 - TEMPORARY LIGHT AND POWER DIVISION 16 - Page 22 of 36 • • DIVISION 16 — ELECTRICAL• SECTION 16510 - INTERIOR BUILDING LIGHTING • 1. LIGHTING FIXTURES (FLUORESCENT) A. Fixtures shall be Day -Brite — 2 bulbs, 40W, surface mounted ceiling light with wrap around lens model # SWW 2 40 — 120 or approved equal. • B. Fixtures shall be constructed in accordance with the National Board of Fire Underwriters' specifications and shall bear the Underwriters' label. C. Ballasts for fluorescent fixtures shall be HPF, energy saving 60 cycle, with lowest available sound rating. Ballast shall be Watt -miser II type. • D. Fixtures shall be complete with new lamps of sizes and types as indicated. Lamps shall be as manufactured by Lithonia, Sylvania, General Electric, Westinghouse or approved equal. All fluorescent lamps shall be energy conservation type such as Watt Miser H. E. All fixtures shall be installed at locations shown on the Plans. Minor deviations from • locations shown will be allowed to obtain symmetrical layouts and to clear obstructions. The installation shall be coordinated with the equipment of others whenever interference may occur. Fixtures shall be rigidly supported and suitable canopies shall be installed as required. Supporting steel angles or channels spanning the structural framing shall be furnished and installed when required to support the fixtures. • F. Furnish the correct flanges, plaster frames, etc., and any other necessary mechanical appurtenances for mounting the fixtures in or on the ceiling as required. Coordinate with the General Contractor prior to purchasing fixtures for recessed mounting in any type of ceiling construction. • 2. HIGH BAY METAL HALIDE LIGHTS A. Fixtures shall be Day -Brite 40OW pulse start metal halide light model # 14BE 400 P MT - PSC WDF HP25 — AR - FL or approved equal. • B. The fixtures shall be 240 volt, in line double fused and hook -cord -plug assembly for mounting. C. Fixtures shall be constructed in accordance with the National Board of Fire Underwriters' specifications and shall bear the Underwriters' label. D. Reflector shall be 19" open acrylic prismatic reflector with flat acrylic lens. E. Fixtures shall be complete with new lamps of sizes and types as indicated. Lamps shall be as manufactured by Lithonia, Sylvania, General Electric, Westinghouse or approved • equal. • DIVISION 16 - Page 23 of' 6 DIVISION 16—ELECTRICAL F. All fixtures shall be installed at locations shown on the Plans. Minor deviations from locations shown will be allowed to obtain svmrnetrical layouts and to clear obstructions. The installation shall be coordinated with the equipment of others whenever interference may occur. Fixtures shall be rigidly supported and suitable canopies shall be installed as required. Supporting steel angles or channels spanning the structural framing shall be furnished and installed when required to support the fixtures. G. Furnish the correct flanges, plaster frames, etc., and any other necessary mechanical appurtenances for mounting the fixtures in or on the ceiling as required. Coordinate with the General Contractor prior to purchasing fixtures for recessed mounting in any type of ceiling construction. H. The building interior overhead contactors may be placed at the contractor's discretion to allow switching shown on the plans. 3. EXIT LIGHTING A. Exit signs as shown on Transfer Station Electrical Plan are to be 2 head emergency LED exit signs with bat EX Series EXCL-1RW as manufactured by mePhilben or approved equal. B. Fixtures shall be constructed in accordance with the National Board of Fire Underwriters' specifications and shall bear the Underwriters' label. C. Fixtures shall be complete with new lamps of sizes and types as indicated. Lamps shall be as manufactured by Lithoma, Sylvania, General Electric, Westinghouse or approved equal. All fluorescent lamps shall be energy conservation type such as Watt Miser II. D. All fixtures shall be installed at locations shown on the Plans. Minor deviations from locations shown will be allowed to obtain symmetrical layouts and to clear obstructions. The installation shall be coordinated with the equipment of others whenever interference may occur. Fixtures shall be rigidly supported and suitable canopies shall be installed as required. Supporting steel angles or channels spanning the structural framing shall be furnished and installed when required to support the fixtures. END OF SECTION 16510 - INTERIOR BUILDING LIGHTING DIVISION 16 - Page 24 of 36 • • DIVISION 16 —ELECTRICAL* SECTION 16520 - EXTERIOR BUILDING LIGHTING • 1. FLOURESCENT WALL LIGHTS A. Fixtures shall be Glare Buster 23W fluorescent wall mounted light model # GB -1000 or approved equal. B. Fixtures shall be constricted in accordance with the National Board of Fire Underwriters' specifications and shall bear the Underwriters' label. C. Fixture shall have full cut-off optic design. • D. Fixtures shall be complete with new lamps of sizes and types as indicated. Lamps shall be Panasonic's GenIV compact fluorescent light bulbs or approved equal. E. All fixtures shall be installed at locations shown on the Plans. Minor deviations from locations shown will be allowed to obtain symmetrical layouts and to clear obstructions. • The installation shall be coordinated with the equipment of others whenever interference may occur. Fixtures shall be rigidly supported and suitable canopies shall be installed as required. Supporting steel angles or channels spanning the structural framing shall be furnished and installed when required to support the fixtures. • END OF SECTION 16520 - EXTERIOR BUILDING LIGHTING • • • • • DIVISION 16 - Page 25 of 36 DIVISION 16 —ELECTRICAL SECTION 16521 - STREET LIGHTING SUBMITTALS Product Data: Catalog sheets, specifications and installation instructions. Include candlepower distribution curves for each type fixture if different from Company or catalog number specified. QUALITY ASSURANCE List of Completed Installations for Lighting Standards and Luminaires: If brand names other than those specified are proposed for use, furnish the name, address, and telephone number of at least 5 comparable installations which can prove the proposed products have operated satisfactorily for 3 years. LIGHTING POLES A. Steel 4" Straight Square Poles: Pyramid Lighting Group, Ine.'s_ Gardco Lighting `Gultwing" 13 Poles Series SSS 16-4-11 . or approved equals having: 1. 16' height. 2. Pole shall be steel plate longitudinally welded providing a minimum yield strength of 36 KSI. 3. Removable top cap. 4. Handhole opening shall be reinforced with cover plate and attachment screws. The handhole shall be located 1800 with respect to the luminaire arm. 5. Base cover shall completely conceal the entire base plate and anchorage. 6. Anchor bolts shall be cold rolled steel with minimum yield of 50 KSI. Bolts shall have an "L" bend on one end with 7. Four 5/8 inch diameter anchor bolts, 18 inches long with a 41//2 inch right angle leg. Anchor bolts to be completely hot dipped galvanized. Include 2 galvanized nuts, I lock washer and 2 flat washer with each bolt. Template for setting anchor bolts. 8. Finish color shall be natural aluminum. LUMINAIRES A. Luminaires - Arm Mounted: Pyramid Lighting Group, Int.'s. Gardco Lighting `Gullwing" Series or approved equals. The luminaries shall be as follows: Type SA — Model G13 — 1 - 3XL - 150HPS - 240 — NP — LF PC Type SB — Model G13 - 1 - 4XL - 150HPS — 240 — NP — LF PC. Havine: 1. Housing to be one piece die cast aluminum that mounts directly to a pole. 2. Lens assembly is a single piece die cast aluminum lens frame. An optically clear, heat and impact resistant tempered flat glass lens mechanically secured. Electrical and optical chambers are thoroughly sealed with a one-piece memory retentive hollow core EPDM gasket to prevent intrusion by rain, dust and insects. 3. Segmented optical systems manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. DIVISION 16 - Page 26 of 36 • • DIVISION 16 — ELECTRICAL • 4. Electrical components to be UL recognized and factory tested. The ballast shall be capable of providing reliable lamp starting down to -20T. 5. Finish shall be fade and abrasion resistant, electrostatically applied, thermally cured textured TGIC powder coat. Finish color shall be natural paint. 6. All fixtures to bear UL and CSA labels. 7. High Pressure Sodium lamp, 160 watt. 8. Luminaire suitable for operation voltage indicated on drawings. 9. Photoelectric control. CONCRETE BASES As detailed on the drawings. Bases may be precast or poured in place. 0 RIGID NONMETALLIC CONDUIT PVC Plastic Conduit and Fittings: Carlon Electrical Sciences Inc.'s Plus 40, Certain Teed Corp.'s Schedule 40, National Pipe Co.'s Schedule 40, or Queen City Plastic Inc.'s Schedule 40. 0 FUSE HOLDERS AND FUSES Enclosed waterproof in-line fuse holders rated 600 volts, Bussmann Mfg. Div. McGraw -Edison Co.'s TRON waterproof fuseholder Symbol HEB with fuses rated 600 volts, Buss Symbol KTK. • GROUT • L&M Const. Chemicals Inc.'s Crystex, Protex Industries Inc.'s Propak, Sonneborn's Sonogrout, or U.S. Grout Corp.'s 5 Star Grout. A. Exothermic Type Weld: Cadweld Process (Erico Products Inc. - Cadweld Div.). B. Compression Connectors: Thomas & Betts Co.'s Grid and Ground Rod System. • C. Indent Type: Bumdy Corp.'s Hydent, or Thomas and Betts Corp.'s Compression Connectors. INSULATED GROUNDING BUSHINGS Appleton Electric Co.'s GIB -50 Series, Gould Inc.'s Efcor 56-50-8 Series, Midwest Electric Mfg. Corp.'s GLL Series, OZ -Gedney Co.'s IBC -50L Series, Raco Inc.'s 1212 Series, or Thomas & Betts Corp.'s 3870 Series. [] 0 DIVISION 16 - Page 27 of 36 DIVISION 16 —ELECTRICAL PREPARATION Before installing any Work, lay out the proposed course for the conduits, location of lighting standards, etc. and have sante approved. INSTALLATION A. Li htin2 Standards: 1. Install each lighting standard on concrete base. 2. Prepare a level surface on compacted earth, undisturbed earth or concrete footing. Set bases on the prepared surface. Have all bases checked and approved by the Engineer for level and elevation prior to making any conduit connections. 3. Install lighting standards vertical. The maximum allowable shimming is 1/8 inch. After shimming, grout voids between metal bases of lighting standard and concrete base. 4. Conduits Entering Buildings: Conduit entrances into building shall be watertight. 5. Cleaning Conduits: "Cake precautions to prevent foreign matter from entering conduits during installation. After installation, clean conduits with tools designed for the purpose. 6. Jacking Conduits: Rigid ferrous metal conduit may be jacked under roads, parking tots. etc. Submit jacking details for approval. Concrete encasement is not required for street lighting and grounds lighting conduit system. B. Grounding: L Provide a bare copper equipment grounding conductor (same size as phase conductors) installed within the conduit. Terminate and bond equipment grounding conductor with suitable fitting in panel. 2. Bond lighting standards, conduit and equipment grounding conductors in lighting standard base with indent type splice connectors, insulated grounding bushings and ground lug on standard. 3. Bond rigid ferrous metal conduit in manholes to the equipment grounding conductor. 4. Make grounding splice connections in manholes with exothermic type weld or compression connectors. C. Fuse Holder and Fuses: Install in base of each lighting standard an inline fuse holder and 5 ampere fuse for each ungrounded conductor. Install fuse holders so that fuse is not energized when fuse holder is uncoupled. DIVISION 16 - Page 28 of 36 Below Finished Grade (inches) Below Top Surfaces of Roads & Parking Lots (inches) Rigid ferrous metal Conduit 24 24 Rigid Nonmetallic Conduit 24 30 4. Conduits Entering Buildings: Conduit entrances into building shall be watertight. 5. Cleaning Conduits: "Cake precautions to prevent foreign matter from entering conduits during installation. After installation, clean conduits with tools designed for the purpose. 6. Jacking Conduits: Rigid ferrous metal conduit may be jacked under roads, parking tots. etc. Submit jacking details for approval. Concrete encasement is not required for street lighting and grounds lighting conduit system. B. Grounding: L Provide a bare copper equipment grounding conductor (same size as phase conductors) installed within the conduit. Terminate and bond equipment grounding conductor with suitable fitting in panel. 2. Bond lighting standards, conduit and equipment grounding conductors in lighting standard base with indent type splice connectors, insulated grounding bushings and ground lug on standard. 3. Bond rigid ferrous metal conduit in manholes to the equipment grounding conductor. 4. Make grounding splice connections in manholes with exothermic type weld or compression connectors. C. Fuse Holder and Fuses: Install in base of each lighting standard an inline fuse holder and 5 ampere fuse for each ungrounded conductor. Install fuse holders so that fuse is not energized when fuse holder is uncoupled. DIVISION 16 - Page 28 of 36 • • • • • • • • • C • DIVISION 16 — ELECTRICAL • D. Wiring Inside Lighting Standards: Install Type THW, XHHW, THWN or Type USE insulated conductors from fuse holder to luminaire. END OF SECTION 16521- STREET LIGHTING DIVISION 16 - Page 29 of 36 DIVISION 16 — ELECTRICAL 16720 - TELEPHONE DISTRIBUTION SYSTEM GENERAL The Contractor shall provide a complete operable system of conduit and telephone cable to the existing and proposed buildings within the contract area and as shown on the construction plans. The central distribution point for the telephone system shall be in the mechanical room of the transfer station building (Shop area). MATERIALS A. Conduit shall be schedule 40 PVC tubing where permitted and electric metallic tubing within the building. Minimum size of conduit shall be I -inch diameter capable of housing two (2) telephone service lines. 2. Radius of conduit bends shall be at least ten times the conduit diameter and conduit runs between terminals or splice boxes shall contain no more than two 90 -degree bends, or their equivalent. 3. Conduit connectors for electrical metallic tubing shall be compression type only and all conduit joints shall be reamed and ends fitted with bushings. 4. All PVC connections shall be glued and sealed per the tubing manufactures standard requirements. B. Telephone Cable shall be Cat 6 Enhanced Plenum Network Cable, Blue 4pr 23awg, UL Listed. C. All telephone conduits shall be fitted with two (2) nylon drags for pulling of telephone. cables. METHOD OF CONSTRUCTION A. All work shall be performed in accordance with the contract drawings and provisions of the other Divisions of the specifications. B. The Contractor shall connect the proposed telephone cable into the distribution systems of the Administration Building and Weigh Facility. END OF 16720 - TELEPHONE DISTRIBUTION SYSTEM DIVISION 16 - Page 30 of 36 • • • 1 • [7 C • • 0 • DIVISION 16 — ELECTRICAL 16722 — COAXIAL CABLE DISTRIBUTION SYSTEM GENERAL The Contractor shall provide a complete operable system of conduit and coaxial cable to the existing and proposed buildings within the contract area and as shown on the construction plans. The central distribution point for the coaxial system shall be in the mechanical room of the transfer station building (Shop area). MATERIALS A. Conduit shall be schedule 40 PVC tubing where permitted and electric metallic tubing within the building. 5. Minimum size of conduit shall be 1 -inch diameter capable of housing one (1) coaxial service line. 6. Radius of conduit bends shall be at least ten times the conduit diameter and conduit runs between terminals or splice boxes shall contain no more than two 90 -degree bends, or their equivalent. 7. Conduit connectors for electrical metallic tubing shall be compression type only and all conduit joints shall be reamed and ends fitted with bushings. 8. All PVC connections shall be glued and sealed per the tubing manufactures standard requirements. B. Coaxial Cable shall be RG 6/U Coaxial Cable, plenum 75 Ohm, 18 awg. solid bare copperweld, 100% foil shield, tinned copper 60% braid coverage. C. All coaxial conduits shall be fitted with one (1) nylon drags for pulling of coaxial cables. METHOD OF CONSTRUCTION A. All work shall be performed in accordance with the contract drawings and provisions of the other Divisions of the specifications. B. The Contractor shall connect the proposed coaxial cable into the distribution systems of the Administration Building and Weigh Facility. END OF 16722 — COAXIAL CABLE DISTRIBUTION SYSTEM DIVISION 16 - Page 31 of 36 DIVISION 16 — ELECTRICAL SECTION 16880 — ELECTRIC BASEBOARD HEATER GENERAL The Contractor shall install baseboard heaters as shown on the contract drawings and /or as directed by the engineer. MATERIALS The heaters to be furnished shall be wired for 240 volts and include a field installed double pole thermostat. METHOD OF CONSTRUCTION The Contractor shall perform all electrical work and necessary connections to provide a complete installation as required. ACCEPTABLE PRODUCTS 58 inch HBB Series liquid filled electric hydronic heater and HBBT2 double pole thermostat by Berko, A Marley Engineered Products Brand or approved equal by Engineer /Architect. END OF SECTION 16880 — ELECTRIC BASEBOARD HEATER DIVISION 16 - Page 32 of 36 i • C • • • • • [1 • 0 • DIVISION 16 — ELECTRICAL* SECTION 16885 — ELECTRIC OVERHEAD SPACE HEATER GENERAL The Contractor shall install overhead space heaters in "O&M Shop" as shown on the contract drawings and /or as directed by the engineer. MATERIALS The heaters to be furnished shall be wired for 240 volts 3-phase. METHOD OF CONSTRUCTION The Contractor shall perform all electrical work and necessary connections to provide a complete installation as required in accordance with local and national electric codes. ACCEPTABLE PRODUCTS A. Space heater shall be vertical delivery unit heater Model VE200 with no deflector as manufactured by Modine Indoor Air Solutions. or approved equal by Engineer / Architect. B. Mounting height of the units shall be 20' above finished floor. The Electrical Contractor shall furnish all necessary strut and bracing required for heater installation to the building structure. C. Both heaters shall be controlled by a common wall thermostat. END OF SECTION 16885 —ELECTRIC OVERHEAD SPACE HEATER DIVISION 16 - Page 33 of 36 DIVISION 16 — ELECTRICAL SECTION 1.6895 — ELECTRIC WATER HEATER GENERAL The Plumbing Contractor shall furnish and install the water piping to the proposed water heater and the Electrical Contractor shall perform the electrical connection. END OF SECTION 16895 — ELECTRIC WATER HEATER DIVISION 16 - Page 34 of 16 • • DIVISION 16 — ELECTRICAL • SECTION 16896 - EXHAUST FANS • A. Bathroom shall be equipped with an exhaust fan capable of exhausting 60 CFM. Fan shall be Solitaire Ventilator Model No. S130 as manufactured by Broan or approved equal. Exhaust shall be ducted with 4" flexible duct to building exterior. Exhaust fan duct shall be terminated with 4" plastic sidewall damper with screen. • B. Control switch for bathroom shall be 60 minute timer switch, 120 volt, 20 amp as manufactured by Broan or approved equal. Timer switch shall be supplied with two gang white switch plastic cover plate suitable for time switch and light switch and cover shall be Decora by Leviton or approved equal. • END OF SECTION 16896 - EXHAUST FANS U • • EI • 0 DIVISION 16 - Page 35 of 36 DIVISION 16 — ELECTRICAL SECTION 16902 — ELECTRICAL GENERAL The Electrical Contractor shall be responsible to provide all power wiring to miscellaneous equipment located within the project area. Items that shall require wiring includes, but 1101- limited otlimited to diesel fuel tank, roll -up doors, exhaust fans, methane detection. surveillance system, and exit signs. END OF SECTION 16902 — ELECTRICAL DIVISION 16 - Page 36 of 36 0 Town of Southold 0 TRANSFER STATION AND RESIDENTIAL DROP-OFF U • PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE! ! !: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY! ! (Do Not Sign the Contract Agreement. It. is included only for informational purposes, and will be signed by the successful bidder after • award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. f Please DO NOT remove any pages from this bid package ! ! ! Thank you! • 0 Proposal Package 1 of 22 • BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. ❑ A Bid Deposit in the amount of T ercent of Bid Price as required in the Invitation to Bid. S o w a ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be . rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. ❑ Bidder's Qualification Statement. i NOTE: Please do NOT sign the Contract Agreement. It is included only for Informational purposes, and will be signed by the successful bidder after award of the contract. Ll L-1 • i Proposal Package 2 of 22 0 • VENDOR NAME: �Lbdn- Ca�/1'/ t�T'/�!� C6A1'61Lf17;wA1 VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. X PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: 11-2!Y4437? OR SOCIAL SECURITY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: N �+-✓ Yvru� sfi�-r� If a non -publicly owned Corporation: CORPORATION NAME: Lc LdOK �aNT/2/r/A/G Co/Zt'oi)-T/o�/ LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) N /CoLA-vs F,E �a �igN�l. 1°/Z, S- ty,�sT�}�},v►�Taa bA#C_H N Y I t ? 21- A z 1 - Az A1v LAlycx.,%,, V.1',,%S.EC. /-q y LIST OFFICERS AND DIRECTORS: NAME TITLE N !C o LA -us P.ELb Ai f}NW ), /Xg.S a 1,,t Al LA /V C V. A /s,5 C. �■■rr■■■■rr■■■•rrr■■■•rrr■■■■r■■■■■■■■r■■■•■rr■■■r■■■■■rr■■■r■r■■■■■■rrrr■■■■■r■■■� If a partnership: PARTNERSHIP NAME:_ r LIST PARTNERS NAMES: i Proposal Package 3 of 22 C • ADDRESS RECORD FORM MAIL BID TO: VENDORNAME:L��- • ADDRESS: 003 e1V-I11ZC1-J 57/'4,61- f 6h /I- //7V/ CONTACT: N JCo 1,Au-5 ¢6GPM ,4lyN . S/4,, ivT • TELEPHONE: 63/-2 Ik ©ora FAX: E-MAIL: ONLY if different - MAIL PURCHASE ORDER TO: • ADDRESS: TELEPHONE: - — FAX: FAX: • CONTACT: • • • u i • QTLY if different - MAM PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: FAX:_ CONTACT: E-MAIL: Proposal Package 4 of 22 • VENDOR NAME: �GD6P, e4Vy1'CAC�"/NG CD0,je16?1av ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • INSURANCE STATEMENT • Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid ..� U Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURA S DISQUALIFY BIDDER. UTHORIZED SIGNATURE N 1C0(A-0-5 )5 ZO,ZO i AAA 510,e,5 Al I' Proposal Package 5 of 22 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that ! person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, . bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of ! value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, ! consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person ing this bid, under the penalties of perjury, affirms the truth thereof. SIA_ 7-9 o1-1- /VOW C°lJUNrOF SWORN TO BEFORE ME THIS Signature &Company Position /V ICOCAV-S NOTARY: 2DAY OF A P41-1- , 20 Type Name &Company Position A446 E L00/2 caA1rXeI-c'r/NG Company Name NOTARY PUBLIC 7 A M4 L a/, C?_0 0 Catherine Bromberg Date Signed Notary Public, State of New York //_ U6 b 3 -7 No. 01 BR6012975 Federal I.D. Number Qualified in Suffolk County My Commission Expires September 8, 2006 Proposal Package 6 of 22 0 VENDOR NAME: 4 L-.DOIZ C''0Nr1?-AC7'11V G CW -6A.47'1 -0,,V VENDOR ADDRESS: /703 C 14UIZC 14 5T/Z)5,6 7~ 0L,C ux)k NEW Yo" 117YI • TELEPHONE NUMBER: GJ�J'o2 I UO10 FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary. labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated s / 3 3 -o Proposal Package 7 of 22 0 Ll 0 • f TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold I ICUA Prniae-f Nn ne-nrn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE 1310 EXTENDED AMOUNT BID NO. (Fill In Unit Price Written in Words) QUANTITY 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. 3 Site Demolition - Concrete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and Incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. 4 Site Demolition - Buildings & Structures 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station BulRcing and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. 5 Site Demolition - Site Features 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, TimberMastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. CONTINUED ON NEXT PAGE 0 Proposal Package 8 of 22 0 U [-1 0 i 0 • 0 9 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Prolect No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 6 Building Relocation —Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The. Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All casts associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building Relocation - Scalehouse Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. S Site Excavation & Grading 188,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawl gs and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 9 Proposed Site Sanitary Systems 3 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. AN costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate 124,700 SF Subbase Material for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 11, Road System - Type 3 Asphalt Binder Course 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipmertt and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 9 of 22 r7 0 iJ 0 0 Ll Ll 40 El TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 0"50 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall, receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF for !LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - 4' Sidewalk 6,815 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4" thick concrete walkway installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork; all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15' Site Concrete - 6" Reinforced Concrete Slab 1,725 SF for !SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab installed in designated kcations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 0 0 0 u 0 • 0 11 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 0&050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab 14 600 SF with Surface Hardener ' for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab with surface hardener installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete - Reinforced Structural 720 CY for __/Cy Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications andlor as directed by the Engineer shall be Included In the unit price bid for this hem. 20 Site Concrete - Precast Block Retaining Wall 400 EA for __/EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wail section delivered and installed at the scalshouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwater system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 21 Building Structures - Transfer Station 20,400 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, including all Internal strictures and systems including but not limited to, internal and exterior doors, 2-15'X20' roilup doors, snowlce fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plana, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this hem. 22 Building Structures - Home Exchange 480 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, Including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All Costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures, all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 23 Building Structures - Attendant Booth 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This hem will include all utilities and anchoring of the structure in its proper location, including all exterior and Interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. CONTINUED ON NEXT PAGE 0 Proposal Package 11 of 22 `J 1 El TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal fnr_ Town of Snuthnid r vuw o...:..... NJ_ nw non ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil Tank- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 25 Site Drainage- Structures, Rings, Inlet Boxes, Covers and Grates 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 26 Site Drainage -18" Diameter HDPE Corrugated 1,600 ' LF Drainage Pipe for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE stormwater pipe - corrugated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 Site Signage 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28 Line striping - 4" Wide 13,000 LF for __/LF Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a flinch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Strioina (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenanca/protection of traffic during installation. 29 Site Faking - 6' High Vinyl Coated Galvanized 1,025 LF Chain Link Fence and Gates for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 12 0722 0 0 0 0 0 E 0 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMO Drroiwet No na-arn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized Chain Link Fence 530 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) Inches high has been obtained and the maintenance period is complete. 3. The unit bid shall Include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA for --/EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished 2 EA and Installed for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6" Bollards, Steal Supports & 20' High Pole 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Is Proposal Package 13 of 22 0 0 0 0 0 0 • U] TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKUA PrroiwM No 04-0150 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 36 Steel Stairs & Railing 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiation Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 38 Methane Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalshouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 Scale Video Monitoring System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 40 Gas Vent Modification 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 41 Domestic Water Service - Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (11"), and all labor, materials, equipment and incidentals necessary to satisfactoriy complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 14 of 22 0 r u r 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold 1 Kue ta,.t Nn M-nrn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill In Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire Suppression Equipment- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the Construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. AN costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank In place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6' Crushed Stone Pavement with Non- Woven Filter Fabric 3,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Soz non woven fitter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 45 Conrete Curb Stop 21 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measurment as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN coaft associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS • NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after. award of the bid. U 0 Proposal Package 15 of 22 • h u f 0 0 0 0 L TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A GENERAL CONSTRUCTION Itemized Pronmml for Town of Southold 1 KMA Prniswr_T Nn_ fULJM_ REM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Al Modified Domestic Water Service 3" SDR 9 HDPE 1 LS for /LF. Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A with foundations as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, concrete, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. A2 Metal Canopy A 1,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this nem. A3 Metal Canopy B 2,700 SF for /SF Dollars Cents 1, Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All cats associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS 0 Proposal Package 16 of 22 • • • • J • • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE • Proposal Package 17 of 22 TOWN OF SOUTHOLD • TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. • n u Ll • • NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS • • • 0 Proposal Package 18 of 22 ......... _.._.._ _ TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. 0 41 n ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS o� 006 00 f 1Ir02r1� OtlsakJ D3&S Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS for — /LS o / 4 d, / 500- f 1 ars (fes rc ri Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer - Interior Electric 1 LS J^�Statiion for eoe41 Y Seye t �l/S4 la„d /LS � 7 -7 00-b ' o� -77 Dollars • Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete. the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. '4 Weigh Facility Electric 1 LS 4 1 )[�iyc for �4s Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package . 19 of 22 C 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Administration Building Electric 1 LS for /mayF;Ve uv,� ✓4S Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Home Exchange Electric 1 LS -�/ / for �)� �/1Dusar,���l�lir5 va bJ ddU, a�— �/ 6�d' /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Site Lighting 25 EA l `3,2 O" p/ n o �J 600, for re ou . Yee a /EA S Dollars -TZ -en � enlsi'j 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting 1 LS 9 6eo, for %C%,`h�7�od5a►a dyy)lciP-5 /LS '/ Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 20 of 22 0 0 • [I F, F, 0 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS � for ✓e� ahs AIJ Ye /LS S p2OVi aye J 37 �Q(� o. DoliarsP+) 6 Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. Ali costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault 1 LS for toujrVdaswl Five ye /LS J Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS forF- DJ WO#Owdre/LS ��QQ. �� a�, o✓ Dollars OW W5 Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergency Generator Electric 1 LS /Y f �y OQ�• fod U►� cj J/vsc_JLS Dollars d° ", Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to -satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL &V fired d ct v d� o Dollars Cents f WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. ;0 Proposal Package 21 of 22 I AUTHORIZED SIGNATURE f 1 -N PRINT NAME TITLE Pk6S 10,25N r DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF SU F150L14 ) ss.: 51- 20 05� On the,2_1 day of in the year before me, the undersigned, personally appeared, 1Y IC 4405 ONl f}N , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC Catherine Bromberg Notary Public, State of New York No. 01 BR6012975 Qualified in Suffolk County My Commission Expires September 8, 2006 0 n u 0 Proposal Package 22 of 22 n Town of Southold BIDDER'S OUALMCATION STATEMENT • The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: Wleo&A-615 11:�-96191,114NI/ A Coro t oiar n_� plt'Es/d ^/ A Partnership or Entity • > FIRM NAME: E C -901L- C°vNAn Individual PRINCIPAL OFFICE: l 7 63 C'' ttyhc-d PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE ,��fs/O�iI/T l Y /C vUi4 us Zb Mf�NN� u'L SIMM PTON 19Z- f fi�� /V 7� �► V �jSEc' �}��}N -i9NGJ . SC -Th 0)e -'6T N y l�733 1. How many years has your organization been in business under its present business name? •) 2. You normally perform what percent of the work with your own forces? / GD % List trades that you organization normallyperforms below: S, ,E 1+7TfK ffEb 3. Have you ever failed to complete any work awarded to you? /V(� If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. /V 0 ► QS -1 • •1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. /VGA • t • • QS -2 6. List the major construction projects your organization has underway at this date: 6�56 '1'7?i�` ��1> • Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion i • • ► 7. List five major projects you organization has completed in the past five years: Sri Aj7"i4Eb • Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work t • • QS -2 • 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): 5\ EE A-Tr"g-c 11,6p •1 Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca aci •) r • 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when i required and complete the work within the Contract Time? YJ� • 10. Bank References: J Z--�g A'7--r,+f 1V9P 11. Trade Association Membership: 5,6e 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? /V0 QS -3 • • 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the •� part of the Bidder and may result in rejection of the Bidder's Proposal. _544 f IT %fEl, •y • • •1 STATE OF N it-:- w yokX ) COUNTY OF S V YF"k- N/C4)c. AOS SEL -/J 11q�/✓/V being duly sworn deposes and says that he is the /LS //,,E/V7" of �'--LQ04 (-e)N QCT//Ut`, 6dll, contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Sign tore of person who signed bid) 57' Sworn to before me this �2 day of RIG, ;2 06-.5 Notary Public •t Commission Expiration Date: QS -4 •I Catherine Bromberg Notary Public, State of New York No. 01 BR601297t: Qualified in Suffolk County My Commission Expires September 8, 2006 •l CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand • and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). } WITNESSETH: That for and in consideration of the premises and the agreements herein • contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work •' of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of • Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part •� hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract •� Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in • said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and •� remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. A-1 Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. • Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. •� Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor • and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. • Total Bid Dollars Written in Words • $ Written in Figures TOWN OF SOUTHOLD CONTRACTOR • BY BY Joshua Y Horton, Supervisor TITLE_ • BY Town Attorney • (CORPORATE SEAL) A-2 ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, • personally appeared, 'personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) • acted, executed the instrument. i • NOTARY PUBLIC STATE OF NEW YORK, COUNTY OF )ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or •� proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. A-3 f ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. • (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: Company Name: Contact Name: Fax No.: Telephone No.: Q-1 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com QUALIFICATION SUBMITTAL ELDOR CONTRACTING w 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 . Fax: (631) 218-0070 www.eldor.com Bank Reference Signature Bank 58 South Service Road, Suite 120 Melville, N.Y. 11747 Contact: Tom Rogers — Sr. V. P. Nancy Foran-Pinzon, V.P. (516) 214-0876 (Client for 19 Years) Bonding References Allied North America Insurance Brokerage Corp 390 North Broadway Jericho, New York 11753-2110 Contact: George Brewster, Sr. — Vice President (516) 733-9290 (Client for 19 )ears) Federal Insurance Company 15 Mountainview Road Warren, N.J. 07059 Tel: (908) 903-7903 Fax: (908) 903-7910 Attn: Eduardo Rodriguez Insurance Reference of New York (Agent) Allied North America Ins. Brokerage Corp. of New York 390 North Broadway Jericho, N.Y. 11753-2110 Tel: (516) 733-9200 Fax: (516) 681-7390 David Stevenson Kathy Natale t Schwing Electrical Supply Corporation 122 Allen Boulevard Farmingdale, New York 11735 Attn: Joe Passos (631) 391-3300 Eagle Control Corporation 23 Old Dock Road Yaphank, New York 11980 Attn: Chuck Zahradka — President (631) 924-1315 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Credit References Shannon of Long Island Construction 145 Guilford Avenue Oakdale, New York 11769 Attn: Vic Gracie, Jr. — President (631) 328-8000 Wesco/Avon Electrical Supply Company 60 Hoffman Avenue Hauppauge, New York 11788 Attn: Kenneth Moskowitz — CEO (631) 582-4770 9' 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Principal Officers Nicolaus Feldmann, President/Treasurer Westhampton Beach, New York 11978 Alan Lang, Vice President/Executive Secretary East Setauket, New York 11733 4 0 Master Electrical Licenses State of New Jersey • State of Connecticut New York City • City of Long Beach • Suffolk County • Putnam County Westchester County • Town of Hempstead • Town of North Hempstead • Town of Oyster Bay Village of Mineola • Village of Freeport • Inc. Village Rockville Centre • Inc. Village of Hempstead • Inc. Village of Floral Park • Inc. Village of Lynbrook Fire Alarm Licenses 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor,com • New York State Fire Alarm and Security Systems • Nassau County Fire Marshal Fire Alarms • Town of Brookhaven Fire Alarms Li_ghtnin_g Protection License • Fire Underwriters Laboratory — Master Installation License Affiliations • N.E.C.A. National Electrical Contractors Association (New York City Chapter & Long Island Chapter) • New York State Electrical Contractors Association N.F.P.A. National Fire Protection Association • A.S.Q.C. American Society Quality Control • I.B.E.W. International Brotherhood of Electrical Workers • A.S.A. American Subcontractors Association • S.T.A. Subcontractors Trade Association • I.S.A. Instrumentation Society of America B.T.A. Building Trade Association 5 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Representative Client List • Bellmore Union Free School District Port Authority of New York and New Jersey • Belmont Racetrack Port Washington Union Free School District • Brookhaven National Laboratory (BNL) Rainbow Network • Brookhaven Union Free School District Rite Aid Pharmacy • CableVision Rockville Centre Union Free School District • City of Long Beach Rocky Point Union Free School District • Colorado Timing Systems Sachem Union Free School District • Cornell Cooperative Extension Sear's • CW Post College Setauket Fire District • Dormitory Authority State of New York Sewanhaka Union Free School District • East Hampton Union Free School District Smithtown Union Free School District • Edwards Supermarkets 0 Suffolk Community College • Farmingdale Union Free School District 0 Suffolk County Department of Public Works • Floral Park/Bellrose Union Free School District 0 SUNY Old Westbury • Global/Worldcom SUNY Stony Brook • Hempstead Union Free School District Target Stores • Internal Revenue Service (IRS) Three Village Union Free School District • Kohl's Department Stores Town of Brookhaven • Lindenhurst Union Free School District Town of Easthampton • Long Island Lighting Company (LILCO) Town of Hempstead • Long Island Rail Road (LIRR) Town of Huntington • Longwood Union Free School District Town of Islip • Lynn Brook Union Free School District Town of North Hempstead • Metropolitan Suburban Bus Authority Town of Oyster Bay • Metropolitan Transit Authority (MTA) Town of Riverhead • Nassau Count Department of Public Works Tyco International • Nassau County Department of Sanitation Valley Stream Union Free School District • New York City Depart. of Environmental Prot. 0 Village of East Hampton • New York City Department of Transportation 0 Village of Lynbrook • New York City School Construction Authority Village of Massapequa • New York Institute of Technology 0 Village of Mineola • New York State Department of Transportation 0 Village of Rockville Center • Office of General Services New York State Westchester County Depart. of Public Works • Pall Corporation • Yonkers Contracting • Peter Kewiet 0 Pav-Lak Contracting • J. Kokolakis Contracting, Inc. J. D. Posillico • Seacrest Construction P. Scalamandre, Inc • Norman Kurrass Contractor, Inc Kings Park Industries • Bove Contracting Veterans Administration • Government Services Agency 6 c1h1414or 1703 Church Street . Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com References General Contractors Construction Managers J. Kokolakis Contracting, Inc. LiRo Group, Ltd. 585 Route 25A 6 Aerial Way Rocky Point, New York 11778 Syosset, New York 11791 Attn: Nick Leo — Vice President Attn: Eugene Bifulco (631) 744-6147 (516) 938-5476 Bensin Contracting, Inc. School Construction Consultants, Inc. 652 Union Avenue 50 Carlough Road Holtsville, New York 11742 Bohemia, N.Y. 11716 Attn: Carl Bensin — President John Hagedorn (631) 758-7200 Gene Staudt (631) 567-0200 Pav-Lak Industries Triton Construction Management 325 Marcus Boulevard 93 West Main Street Hauppauge, New York 11788 West Sayville, New York 11796 Attn: Peter Pavlakis — Vice President Attn: Frank Reich (631) 434-7300 (631) 218-2820 Yonkers Contracting Company, Inc. URS Corporation 969 Midland Avenue One Penn Plaza, Suite 610 P.O. Box 39 New York, New York 10119 Yonkers, New York 10704 Attn: Victor Rentas Attn: William Jordan — Vice President (212) 736-4444 (914) 965-1500 James McCullagh Co., Inc. J. Michael Orifice Associates, Inc. (JMOA) 75 East Bethpage Road 120 Commerce Drive Plainview, N.Y. 11803 Hauppauge, New York 11788 Attn: John Doremus Attn: Ivan Carrasquillo (516) 293-8800 (631) 969-9504 Bi -County Construction Corporation Turner Construction 21 Commercial Boulevard Central Islip U.F.S.D. Medford, New York 11763 200 Half Mile Road, E. Parking Lot Attn: Earl Couch — President Central Islip, New York 11722 (631) 732-0800 (631) 348-1633 7 r M3 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www,oldor.com Qualification References Indexed by Engineer & Contractor Hazen and Sawyer, P. C. 730 Broadway New York, NY 10003 (212) 777-8400 1. Contract: Bay Park Water Pollution Control Plant 3. Contract: Bay Park WPCP Phase HIB -2 Aeration Tank Year: Electrical Prime Year: 1998-2001 Owner: Nassau County Value: $950,000 Contact: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 2. Contract: Bay Park Water Pollution Control Plant Improvements IVC Sludge Digestion Facilities Year: Electrical Prime Year: 1997-2000 Owner: Nassau County Value: $3,400,000 Contact: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 3. Contract: Bay Park WPCP Phase HIB -2 Digester Rehabilitation Year: 1995 -96 Owner: Nassau County Value: $910,000. Contact: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 4. Contract: NYCDEP - Contract 61G Turbine Generators Wards Island, Hunts Point & 26th Ward Instrumentation and Control Year: 1994-96 Owner: New York City Dept. of Environmental Protection Value: $593,000. Contact: Chris Dauer, Hazen and Sawyer, P.C. (212) 777-8400 5. Contract: Red Hook Water Pollution Control Plant Improvements Instrumentation and Control Year: 1994-95 Owner: New York City Dept. of Environmental Protection Value: $410,000. Contact: Andy Cohen, Hazen and Sawyer, P.C. (212) 777-8400 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com 6. Contract: Bay Park WPCP - Odor Control Electrical Prime Year: 1993-95 Owner: Nassau County Value: $325,000. Contact: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 7. Contract: Bay Park WPCP - Improvements to Raw Sewage Pumps Electrical Prime Year: 1992-95 Owner: Nassau County Value: $1,000,000. Contact: Robert Pedenza, Hazen & Sawyer, P.C. (212) 777-8400 8. Contract: Bay Park WPCP Sludge Dewatering Facility Electrical Prime Year: 1992-94 Owner: Nassau County Value: $4,400,000. Contact: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 9. Contract: Bay Park WPCP - Phase MC, Generator Building Instrumentation and Control Year: 1992-94 Owner: Nassau County Value: $1,400,000. Contact: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 10. Contract: Bay Park WPCP - Gas Sphere Improvements Instrumentation and Control Year: 1991 -92 Owner: Nassau County Value: $157,000. Contract: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 11. Contract: Jamaica WPCP Sludge Dewatering Instrumentation and Control Year: 1990-92 Owner: New York City Dept. of Environmental Protection Value: $900,000. Contact: Doug Most, Hazen and Sawyer, P.C. (212) 777-8400 Arkardi Milyaskey, Hazen and Sawyer, P.C. (212) 777-8400 Suder Jatagahard, Hazen and Sawyer, P.C. (212) 777-8400 9 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com 12. Contract: Bay Park WPCP - Phase IVB - Sludge Thickening 10 Instrumentation and Control Year: 1990-91 Owner: Nassau County Value: $700,000. Contact: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 13. Contract: Bay Park WPCP - Phase IIIA - Improvements Instrumentation and Control Year: 1987-89 Owner: Nassau County Value: $189,000. Contact: Robert Pedenza, Hazen and Sawyer, P.C. (212) 777-8400 10 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 . Fax: (631) 218-0070 www.eldor.com Malcolm Pirnie, Inc. 2 Corporate Park Drive White Plains, New York 10602 (914) 694-2100 1. Contract: Cedar Creek Digester Rehabilitation Electrical Prime Year: 1997-1999 Owner: Nassau County Value: $647,000 Contact: Don Mortenson, Nassau County (516) 571-3151 2. Contract: Cedar Creek WPCP - Phase IVC Electrical Prime Year: 1992-94 Owner: Nassau County Value: $320,000. Contact: Don Mortenson, Nassau County (516) 571-3151 William Kren, Malcolm Pirnie (516) 571-3151 3. Contract: Town of North Hempstead - Leachate Treatment Fac. Instrumentation and Control Year: 1990-92 Owner: Town of North Hempstead Value: $225,000. Contact: Joe Macaluso, Malcolm Pirnie (516) 571-3151 William Kren, Malcolm Pirnie (516) 571-3151 4. Contract: Cedar Creek WPCP "S" Building 5. Contract: Cedar Creek WPCP - Phase IVA Instrumentation and Control Year: 1989-91 Owner: Nassau County Value: $1,400,000. Contact: Don Mortenson, Nassau County (516) 571-3151 Carmine Mara, Malcolm Pirnie (516) 571-3151 11 Electrical Prime Instrumentation and Control Year: 1989-91 Owner: Nassau County Value: $296,000. Contact: Don Mortenson, Nassau County (516) 571-3151 Carmine Mara, Malcolm Pirnie (914) 694-2100 5. Contract: Cedar Creek WPCP - Phase IVA Instrumentation and Control Year: 1989-91 Owner: Nassau County Value: $1,400,000. Contact: Don Mortenson, Nassau County (516) 571-3151 Carmine Mara, Malcolm Pirnie (516) 571-3151 11 r 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor,com Lockwood, Kessler and Bartlett, P.C. 1 Aerial Way Syosset, NY 11791 (516) 938-0600 1. Contract: Town of Oyster Bay Golf Course 12 Electrical Prime Year: 2003— 2004 Owner: Town of Oyster Bay Value: $48,000.00 Contact: Rich Biata (516) 938-0600 2. Contract: Town of Oyster Bay Electrical Prime Year: 1998 Owner: Town of Oyster Bay Value: $460,000. Contact: Rich Biata (516) 938-0600 Ed Grass, LKB (516) 938-0600 Bruno Stebbins, LKB (516) 938-0600 3. Contract: Town of Oyster Bay Groundwater Remediation Electrical Prime Year: 1991 -93 Owner: Town of Oyster Bay Value: $1,200,000. Contact: Rich Biata (516) 938-0600 Ed Grass, LKB (516) 938-0600 Bruno Stebbins, LKB (516) 938-0600 12 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www,eldor.com Louis K. McLean Associates, P. C. 437 South Country Road Brookhaven, New York 11719 (631) 286-8668 1. Contract: Tyco Submarine Systems 2. Contract: Mineola Firehouse Prime Contractor Year: 2000 Owner: Global Communications Value: $3,156,117. Contact: Chris Stress, R.A. (631) 286-8668 William Kelsey, P.E. (973) 656-8235 2. Contract: Mineola Firehouse 3. Contract: Tyco Submarine Systems Electrical Prime Year: 2000 Owner: Village of Mineola Value: $460,000. Contact: Chris Stress, R.A. (631) 286-8668 3. Contract: Tyco Submarine Systems 4. Contract: Solid Waste Composting Facility Electrical Prime Year: 1994-95 Owner: Town of East Hampton Value: $400,000. Contact: Chris Stress, R.A., Louis K. McLean Assoc. (631) 286-8668 Ray DiBiase, P.E., Louis K. McLean Assoc. (631) 286-8668 5. Contract: Solid Waste Management Facility - IPF Building Electrical Prime Year: 1993 -95 Owner: Town of East Hampton Value: $625,000. Contact: Doug Pavone, P.E., Lizardos Engineering (516) 484-1020 Don Berozi, P.E., Lizardos Engineering (516) 484-1020 Peter Sietz, Lizardos Engineering (516) 484-1020 13 Prime Contractor Year: 1998 Owner: Global Communications Value: $1,500,000. Contact: Chris Stress, R.A. (631) 286-8668 William Kelsey, P.E. (973) 656-8235 4. Contract: Solid Waste Composting Facility Electrical Prime Year: 1994-95 Owner: Town of East Hampton Value: $400,000. Contact: Chris Stress, R.A., Louis K. McLean Assoc. (631) 286-8668 Ray DiBiase, P.E., Louis K. McLean Assoc. (631) 286-8668 5. Contract: Solid Waste Management Facility - IPF Building Electrical Prime Year: 1993 -95 Owner: Town of East Hampton Value: $625,000. Contact: Doug Pavone, P.E., Lizardos Engineering (516) 484-1020 Don Berozi, P.E., Lizardos Engineering (516) 484-1020 Peter Sietz, Lizardos Engineering (516) 484-1020 13 jn77 r 7�71' 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Lizardos Engineering Associates, P. C. 200 Old Country Road, Suite 670 Mineola, New York 11501 (516) 484-1020 1. Contract: MSBA Rockville Centre Bus Garage Upgrades Electrical Prime Year: 1997 Owner: Metropolitan Suburban Bus Authority M.T.A. L.I. Bus Value: $128,000. Contact: Don Berozi-Lizardos Eng. Assoc., P.C. (516) 484-1020 Nick DeSantis-Project Engineer (516) 542-0100 Ext.5419 2. Contract: Nassau County Police Precincts Heating System Upgrade Electrical Prime Year: 1996 Owner: Nassau County DPW Value: $48,000. Contact: Pete Seitz-Lizardos Eng. Assoc., P.C. (516) 484-1020 Michael Ruditser-Project Engineer (516) 571-3959 3. Contract: Brookhaven National Laboratory 4. Contract: MSBA, Rockville Centre and Mitchell Field Transit Facility Automated Fueling Information System Electrical Prime Year: 1993 -94 Owner: Metropolitan Suburban Bus Authority M.T.A. L.I. Bus Value: $570,000. Contact: Walter Snow, Nassau County DPW (516) 571-3952 Dana Harris, Lizardos Eng. (516) 484-1020 Don Berozi, Lizardos Eng. (516) 484-1020 14 Floor Drain Modifications Electrical Prime Year: 1995 -96 Owner: Brookhaven National Laboratory Associated Universities, Inc. Value: $1,100,000. Contact: Doug Pavone, P.E., Lizardos Eng. (516) 484-1020 Jack Feldmann, BNL (516) 282-7942 4. Contract: MSBA, Rockville Centre and Mitchell Field Transit Facility Automated Fueling Information System Electrical Prime Year: 1993 -94 Owner: Metropolitan Suburban Bus Authority M.T.A. L.I. Bus Value: $570,000. Contact: Walter Snow, Nassau County DPW (516) 571-3952 Dana Harris, Lizardos Eng. (516) 484-1020 Don Berozi, Lizardos Eng. (516) 484-1020 14 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com John A. Grillo, Architect, AC. 1213 Main Street Port Jefferson, N. Y. 11777 (631) 476-2161 1. Contract: Cold Spring Harbor C.S.D. Owner: Cold Spring Harbor Jr. & Sr. High School Year: 2004 Owner: Cold Spring Harbor C.S.D. Value: $1,946,100.00 Contact: John Grillo Joseph Garthaffner 2. Contract: Oceanside U.F.S.D. Sports Lighting Year: 2004 Owner: Oceanside U.F.S.D. Value: $258,000.00 Contact: John Grillo 3. Contract: Wantagh U.F.S.D. (Mandalay Elem., Forest Lake Elem., Wantagh Elem.) Year: 2004 Owner: Wantagh U.F.S.D. Value: $150,000.00 Contact: John A. Grillo 4. Contract: Oceanside U.F.S.D. Fire Alarm Year: 2004 Owner: Oceanside URS.D. Value: $608,000.00 Contact: John A. Grillo 5. Contract: Uniondale U.F.S.D. Public Address System Year: 2004 Owner: Uniondale U.F.S.D. Value: $58,000.00 Contact: John Grillo, Jr., Architect, P.C. Joseph Garthaffner 6. Contract: Copiague U.F.S.D. Public Address System Year: 2004 Owner: Copiague URS.D. Value: $390,000.00 Contact: John Grillo, Jr., Architect, P.C. Joseph Garthaffner (631) 476-2161 (631) 665-9310 (631) 476-2161 (631) 476-2161 (631) 476-2161 (631) 476-2161 (631) 665-9310 (631) 476-2161 (631)665-9310 15 y 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com 7. Contract: Rocky Point U.F.S.D. Electrical Construction 10. Contract: Valley Stream Central High School District J. Edgar & Rocky Point High School Year: 2003 Owner: Rocky Point U.F.S.D. Value: $23,000.00 Contact: John Grillo, Jr., Architect, P.C. (631) 476-2161 8. Contract: Rocky Point U.F.S.D. Contact: Rocky Point High School Year: 2003 Owner: Rocky Point U.F.S.D. Value: $98,000.00 Contact: John A. Grillo (631) 476-2161 9. Contract: Syosset Central School District Owner: Walt Whitman Elementary School Year: 2002 Owner: Syosset C.S.D. Value: $46,500.00 Contact: John A. Grillo (631) 476-2161 10. Contract: Valley Stream Central High School District 16 Valley Stream Memorial — Bond Issue C.I.P. Year: 1999 Owner: Valley Stream C.H.S.D. Value: $ Contact: John A. Grillo (631) 476-2161 11. Contract: Lynbrook U.F.S.D. District Wide Fire Alarm Improvements Year: 1999-2000 Owner: Lynbrook U.F.S.D. Value: $370,000.00 Contact: John A. Grillo, Jr. Arch. P.C. (631) 476-2161 Joseph Garthaffner, P.E. (631) 665-9310 12. Contract: Uniondale U.F.S.D. Northern Parkway Elementary School Year: 1998-1999 Owner: Uniondale U.F.S.D. Value: $100,000.00 Contact: John A. Grillo, Jr. Arch. P.C. (631) 476-2161 Joseph A. Garthaffner, P.E. (631) 665-9310 16 R C 1703 Church Street •Holbrook, New York 11741 o Tel: (631) 218-0010 • Fax: (631) 218-0070 o gtruplapauge U.F.S.D www.eldor.com District Wide Technology Wiring Year: 1998 Owner: Hauppauge U.F.S.D. Value: $940,000.00 Contact: John A. Grillo, Jr. Arch. P.C. (631) 476-2161 Joseph A. Garthaffner, P.E. (631) 665-9310 14. Contract: South Country U.F.S.D. Kreamer Street School Year: 1998 Owner: South Country U.F.S.D. Value: $92,000.00 Contact: John A. Grillo, Jr. Arch. P.C. (631) 476-2161 Joseph A. Garthaffner, P.E. (631) 665-9310 Joseph Garthaffner (631) 665-9310 15. Contract: Farmingdale U.F.S.D. Computer Power Requirements Year: 1996 Owner: Farmingdale U.F.S.D. Value: $127,000. Contact: John Grillo, Jr. Arch. P.C. (631) 476-2161 Frank Martin, Dir. Of Operations, Farmingdale, U.F.S.D. (631) 752-6545 16. Contract: South Huntington U.F.S.D. District Wide Computer Networking and Related Electrical Work Year: 1996 Owner: South Huntington U.F.S.D. Value: $443,000. Contact: John Grillo, Jr. Arch. P.C. (631) 476-2161 Joseph Garthaffner, P.E. (631) 665-9310 17. Contract: Lawrence U.F.S.D. District Wide Fire Alarm Improvements Year: 1995-96 Owner: Lawrence U.F.S.D. Value: $580,000. Contact: John Grillo, Jr. Arch., P.C. (631) 476-2161 Dennis Verriello, Superintendent, Lawrence UFSD (516) 295-7045 Joseph Garthaffner, P.E. (631) 665-9310 18. Contract: Farmingdale U.F.S.D. Computer Power Requirements Year: 1995-96 Owner: Farmingdale U.F.S.D. Value: $55,000. Contact: John Grill, Jr. Arch., P.C. (631) 476-2161 Frank Martin, Dir. of Operations, Farmingdale UFSD (631) 752-6545 17 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 Wiedersum Associates,?Ww.eldor.com Architecture Engineering -Planning 200 Motor Parkway, Suite C-14 Hauppauge, N. Y. 11788 (631) 434-7900 1. Contract: William Floyd Middle School Year: 2001 Owner: William Floyd U.F.S.D. Value: $3,258,589.00 Contact: Michael Dodge, Wiedersum Associates (631) 434-7900 2. Contract: Longwood Central School District West Middle Island Primary School Year: 2000 Owner: Longwood Central School District Value: $458,500.00 Contact: Michael Dodge, Wiedersum Associates (631) 434-7900 3. Contract: Longwood Central School District Coram Intermediate School Year: 2000 Owner: Longwood Central School District Value: $532,600.00 Contact: Michael Dodge, Wiedersum Associates (631) 434-7900 4. Contract: Mattituck-Cutchogue Union Free School District Year: 1999 Owner: Mattituck-Cutchogue U.F.S.D. Value: $263,000.00 Contact: Michael Dodge, Wiedersum Associates (631) 434-7900 6. Contract: Longwood Central School District - Contract No. B-4 Year: 1998 Omer: Longwood Central School District Value: $738,600.00 Contact: Richard W. Wiedersum, Wiedersum Associates (631) 434-7900 7. Contract: Longwood Central School District - Contract No. E-2 Year: 1998 Owner: Longwood Central School District Value: $1,327,000.00 Contact: Richard W. Wiedersum, Wiedersum Associates (631) 434-7900 8. Contract: Longwood Central School District - No. D-4 Year: 1998 Owner: Longwood Central School District Value: $830,000.00 Contact: Richard W. Wiedersum, Wiedersum Associates (631) 434-7900 NO r_s 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com 9. Contract: Rocky Point Union Free School District Year: 1997 Owner: Rocky Point U.F.S.D. Value: $115,500.00 Contact: Vincent DiFede, Wiedersum Associates (631)434-7900 19 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Einhorn Yaffee Prescott 440 Park Avenue South New York, N.Y. 10016 (917) 981-6000 1. Contract: Sachem Central School District Sachem East High School, Farmingville, N.Y. Year: 2002 Owner: Sachem C.S.D. Value: $9,400,000.00 Contact: John Hagerdom (631) 567-0200 Gene Staudt (631) 567-0200 2. Contract: Sachem Central School District Integrated Paging/Intercom/Clock/Audiovisual (Cont. #10) Year: 2003 Owner: Sachem C.S.D. Value: $586,000.00 Contact: John Hagerdorn (631) 567-0200 Gene Staudt (631) 567-0200 3. Contract: Sachem Central School District Sachem East High School -Security Access & Surveillance Year: 2003 Owner: Sachem C.S.D. Value: $422,000.00 Contact: John Hagerdorn (631) 567-0200 Gene Staudt (631) 567-0200 20 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Thomas Associates Architects & Engineers I Michael Avenue Farmingdale, N.Y. 11735 (631) 847-7762 1. Contract: East Islip Union Free School District District Wide Alterations (Project #4854.3) Year: 2003 Owner: East Islip U.F.S.D. Value: $2,600,000.00 Contact: Joseph Sassone, P.E. (631) 847-7762 Robert Becconsall, P.E. (631) 847-7762 2. Contract: Miller Place Union Free School District District Wide Renovations Ph 1A Year: 2002 Owner: Miller Place U.F.S.D. Value: $152,335.00 Contact: Sandy Benjamin (631) 847-7762 21 Contract: Year: Owner: Value: Contact: 2. Contract: Year: Owner: Value: Contact: 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com J. %kolakis Contracting, Inc. 585 Route 25A Rocky Point, N. Y. 11778 (631) 744-6147 SUNY at Stony Brook Humanities Building 2002 Stony Brook University $2,650,000.00 Nick Leo (631) 744-6147 Internal Revenue Service Modernize and Upgrade Customer Ser. Ctr., Holtsville, NY 1999 General Services Administration $9,700„000.00 Nick Leo (631) 744-6147 22 4PT t 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Nexgen Management c% Central Islip U.F.S.D. 50 Wlieeler Road Central Islip, NY 11722 Tel: (631) 348-1633 Fax: (631) 348-4339 1. Contract: Central Islip Union Free School District Charles A. Mulligan Elem. School (Additions, MEP & Site Work) Year: 2002 Owner: Central Islip UT.S.D. Value: $677,818.00 Contact: Scott Weir (631) 348-1633 2. Contract: Central Islip Union Free School District Ralph G. Reed Jr. High School (Electrical Work) Year: 2002 Owner: Central Islip UT.S.D. Value: $914,244.00 Contact: Scott Weir (631) 348-1633 23 Contract: Year: Owner: Value: Contact: 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Holtzmacher, McLendon, Murrell (H2M) 575 Broad Hollow Road Melville, N. Y. 1174 7-50 76 (631) 756-8000 South Farmingdale Water District Modification of Well No. 1-3 Starter 2002 South Farmingdale W.D. $23,000.00 Steve Hear] (631) 756-8000 24 Contract: Year: Owner: Value: Contact: 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor,com Yonkers Contracting Company, Inc. 969 Midland Avenue Yonkers, N.Y. 10704 (914) 965-1500 Construction of East End Concourse Penn Station, New York — Contract No. 98CD156 1999 Amtrak $6,423,258.00 George Brown 25 4" 1. Contract: Year: Owner: Value: Contact: 1703 Church Street . Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Pav-Lak Industries, Inc. 325 Marcus Boulevard Hauppauge, N.Y. 11788 (631) 434-7300 Long Island Rail Road Valley Stream/Island Park Substations 2002 L.I.R.R. $ 8,400,000.00 Peter Pavlakis (631) 434-7300 26 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www,eldor,com Long Island Rail Road 90-27 Sutphin Boulevard, 3rd Fl. Jamaica, N.Y. 11435 (718) 725-2654 1. Contract: Long Island Rail Road Contract #5878 Atlantic Terminal Electrical (Package No. 4) Year: 2003 Owner: Metropolitan Transportation Authority Value: $4,398,000.00 Contact: Kevin Mayo (718) 725-2654 2. Contract: Long Island Rail Road Contract #5879 Atlantic Terminal Electrical (Package No. 5) Year: 2003 Owner: Metropolitan Transportation Authority Value: $885,000.00 Contact: Kevin Mayo (718) 725-2654 27 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Barton, Behrendt, Smith, P.C. 244 East Main Street Patchogue, N. Y. 11772 (631) 475-0349 1. Contract: Smithtown Central School District Addition & Alteration at Smithtown High School Year: 2004 Owner: Smithtown C.S.D. Value: $1,020,000.00 Contact: Peter Dawkins 2. Contract: Smithtown Central School District Additions & Alterations at Smithtown Middle School Year: 2004 Owner: Smithtown C.S.D. Value: $992,964.00 Contact: 3. Contract: Smithtown Central School District Modular Classroom at Great Hollow Middle School Year: 2002 Owner: Smithtown C.S.D. Value: $97,738.00 Contact: Frank Sheridan 4. Contract: Bay Shore Union Free School District Upgrades at Bay Shore Middle School Year: 1999 Owner: Bay Shore U.F.S.D. Value: Contact: Dennis Mohrmann S. Contract: Smithtown Central School District Mills Pond Elementary School Year: 2002 Owner: Smithtown C.S.D. Value: $992,964.00 Contact: Frank Sheridan 6. Contract: Half Hollow Hills Central School District Ceiling & Lighting Replacement Year: 2002 Owner: Half Hollow Hills C.S.D. Value: $1,063,845.00 Contact: Ray Woods EM 7. Contract: Year: Owner: Value: Contact: 1703 Church Street • Holbrook, New York 11741 Tel; (631) 218-0010 • Fax; (631) 218-0070 www.eldor.com Connetquot Central School District District Wide Technology Implementation 1998 Connetquot C.S.D. $574,378.00 Robert Madera 29 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor:com Qualification References Indexed by Contractor Phillip Ross Industries, Inc. 200 Long Island Avenue Wyandanch, New York 11798 (631) 253-3077 1. Contract: Brookhaven National Laboratory Air Stripper Bldg 704 Year: 1996 Owner: Brookhaven National Laboratory Value: $168,000. Contact: Jay Johneas (631) 253-3077 Phil Carlucci (631) 253-3077 2. Contract: Brookhaven National Laboratory Air Stripper Bldg 598 Year: 1996 Owner: Brookhaven National Laboratory Value: $15,500. Contact: Jay Johneas (631) 253-3077 Phil Carlucci (631) 253-3077 3. Contract: Brookhaven National Laboratory - Building 555 4. Contract: Brookhaven National Laboratory - Building 624 Air Stripper Tower Year: 1995-96 Owner: Brookhaven National Laboratory Value: $130,000. Contact: Jay Johneas (631) 253-3077 Phil Carlucci (631) 253-3077 30 Radiation Chemistry Addition Year: 1995-96 Owner: Brookhaven National Laboratory Value: $135,000. Contact: Jay Johneas (631) 253-3077 Phil Carlucci (631) 253-3077 4. Contract: Brookhaven National Laboratory - Building 624 Air Stripper Tower Year: 1995-96 Owner: Brookhaven National Laboratory Value: $130,000. Contact: Jay Johneas (631) 253-3077 Phil Carlucci (631) 253-3077 30 1703 Church Street • Holbrook, New York 11741 e1414or 1 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Transportation Qualification References Indexed by Contract 1. Contract: Traffic Signal Pre-Emption (TS 2000-2) Year: 2000 Owner: Town of Huntington 100 Main Street Huntington, N.Y. 11743 Engineer: Town of Huntington Department of Engineering Services Value: $397,000.00 Contact: Town of Huntington Department of Engineering (Tom Mazzola) Eldor Job No.: 2050 2. Contract: Wellwood Ave.-CR3 (#551-310) Contract A Year: 2000 Owner: Suffolk County Department of Public Works 335 Yaphank Avenue Yaphank, N.Y. 11980 Engineer: S.C. D. P.W. Value: $25,050.00 Contact: Bi -County Paving Corp. (Daniel Carey) Eldor Job No.: 2051 3. Contract: Selden Walgreens Year: 2000 Owner: New York State Department of Transportation 250 Veterans Memorial Highway Hauppauge, N.Y. 11788 Engineer: Nelson & Pope, LLP Value: $83,621.00 Contact: Racanelli Construction Company, Inc. Eldor Job No.: 2052 4. Contract: Nassau Mall (Levittown) Year: 2000 Owner: State of New York Department of Transportation 250 Veterans Memorial Highway Hauppauge, N.Y. 11788 Engineer: Eschbacher Engineering, P.C. Value: $72,098.50 Contact: Kings Park Industries, Inc. Eldor Job No.: 2053 31 5. Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: 6. Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: 7. Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: 8. Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: 9. Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-001'0 I* Fax: (631) 218-0070 Elwood Road -CRU (#5�55�r3BTContract B 2000 Suffolk County Department of Public Works 335 Yaphank Avenue Yaphank, N.Y. 11980 S.C. D.P.W. $23,850.00 L.L.L. Industries, Inc. (William Lion) 2054 Rehab. Various Locations-Nassau/Suffolk Counties (D258467) 2000 New York State Department of Transportation 250 Veterans Memorial Highway Hauppauge, N.Y. 11788 N.Y.S. D.O.T. $19,975.00 Bi -County Paving Corp. (Daniel Carey) 2055 Kohl's Massapequa & Pep Boys 2000 Kohl's Department Stores North 56 W 1700 Ridgewood Drive Menomonee Falls, Wisconsin 53051 Korsunsky, Krank, Erickson Time & Material Basis CRK Contracting of Suffolk, Inc. 2056 St. Francis Hospital 2000 St. Francis Hospital 100 Port Washington Blvd. Roslyn, N.Y. 11576 Dunn Engineering Associates $40,637.00 Posillico-Scalamandre Joint Venture 2057 Town of Islip Maintenance (DTS 2000-1) 2000 Town of Islip 40 Nassau Avenue Islip, N.Y. 11751 Town of Islip $629,860.00 Town of Islip (Kenneth Dupuis) 2058 32 10. Contract: Year: Owner: 11. Engineer: Value: Contact: Eldor Job No.: Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: 12. Contract: Year: Owner: 13. Engineer: Value: Contact: Eldor Job No.: Contract: Year: Owner: Engineer: Value: Contact: Eldor Job No.: I 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com North Shore Resurfacing (H615202G2) 2000 Nassau County Department of Public Works 1550 Franklin Avenue Mineola, N.Y. 11501 N.C. D.P.W. $22,800.00 Bi -County Paving Corp. (Daniel Carey) 2059 Amityville Lighting Improvement Plan 2000 Village of Amityville 21 Greene Avenue Amityville, N.Y. 11701 Incorporated Village of Amityville $27,293.00 Incorporated Village of Amityville 2060 CR 11 Pulaski Road at N.Y.S. Rt. 108 Harbor Road 2000 Suffolk County Department of Public Works 335 Yaphank Avenue Yaphank, N.Y. 11980 S.C. D.P.W. $74,317.00 L.L.L. Industries, Inc. (Bill Lion) 2061 Route 24 Hempstead Turnpike (D258387) 2000 New York State Department of Transportation 250 Veterans Memorial Highway Hauppauge, N.Y. 11788 N.Y.S. D.O.T. $1,098,736.00 J. D. Posillico, Inc. (Fred Locher) 2062 33 T 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 on ReferenmrMfeimd by Contract 1. Contract: Longwood Central School District West Middle Island Primary School Year: 2000 Owner: Longwood Central School District Value: $458,500.00 Engineer: Burr -wood Engineering & Design, P.C. Contact: Bruce Wood (631) 225-9400 2. Contract: Longwood Central School District District Wide Improvements Year: 1998 Owner: Longwood C.S.D. Value: $3,400,000.00 Engineer: Wiedersum Associates Contact: Vincent DiFede/Mike Dodge (516) 434-7900 Const. Mgr.: Turner Construction, Frank Reich (516) 790-6554 3. Contract: Suffolk County Community College Health Science Addition & Athletic Complex Year: 1998 Owner: Dormitory Authority State of New York Value: $3,500,000.00 Engineer: Dormitory Authority Contact: Jay Goldstein, Project Manager (516) 952-9840 4. Contract: Central Islip School Elevator & Boiler Improvements Year: 1998 Owner: Central Islip U.F.S.D. Value: $13 9,600.00 Const. Mgr.: Turner Construction Corp. Contact: Lance Franklin (516) 523-3709 5. Contract: Lawrence U.F.S.D. Lighting Upgrades High School Year: 1998 Owner: Lawrence U.F.S.D. Value: $25,500.00 Engineer: John A. Grillo, Architect Contact: John M. Grillo (516) 476-2161 34 r 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com 6. Contract: Hauppauge U.F.S.D. District Wide Computer Wiring Upgrades Year: 1998 Owner: Hauppauge U.F.S.D. Value: Dr. Annette Schiedler, Director of Technology Engineer: (516) 265-3630 Value: $683,500.00 Engineer: Joe Garthaffner Engineering Contact: Joe Garthaffner (516) 665-9310 7. Contract: Lynbrook U.F.S.D. District Wide Fire Alarm Upgrades & Gymnasium Renovation Year: 1998 Owner: Lynbrook U.F.S.D. Value: $370,000.00 Engineer: Joe Garthaffner Engineering Contact: Joe Garthaffner (516) 665-9310 8. Contract: Rockville Centre District Wide Power and Technology Upgrades Year: 1998 Owner: Rockville Centre U.F.S.D. Value: $342,500.00 Engineer: John A. Grillo, Architect Contact: John M. Grillo (516) 476-2161 9. Contract: South Country School District HVAC Power Improvements Year: 1998 Owner: South Country U.F.S.D. Value: $438,000.00 Engineer: Joe Garthaffner Engineering Contact: Joe Garthaffner (516) 665-9310 10. Contract: South Huntington Schools District Wide Lighting Upgrades Year: 1997 Owner: South Huntington U.F.S.D. Value: $357,000.00 Engineer: John A. Grillo, Architect Contact: John M. Grillo (516) 476-216 35 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com 11. Contract: Rockville Centre Schools School Music Addition Year: 1997 Owner: Rockville Centre U.F.S.D. Value: $110,800.00 Engineer: Joe Garthaffner Engineering Contact: Joe Garthaffner (516) 665-9310 12. Contract: Rocky Point Schools Fire Alarm Upgrades Year: 1997 Owner: Rocky Point U.F.S.D. Value: $115,500.00 Engineer: Wiedersum Associates, P.C. Contact: Vincent DiFede (516) 434-7900 13. Contract: Deer Park U.F.S.D. District Wide Power Distribution and Technology Upgrades Year: 1997 Owner: Deer Park U.F.S.D. Value: $424,000.00 Engineer: Joe Garthaffner Engineering Contact: Joe Garthaffner (516)665-9310 Const. Mgr.: Bob Kilar - Turner Construction (516) 667-8756 14. Contract: East Hampton High School Additions and Alterations Year: 1997 Owner: East Hampton U.F.S.D. Value: $488,000.00 Engineer: Thomas Associates Contact: Ken Montross (516) 222-2177 15. Contract: Hofstra University 15KV Feeder Replacement Year: 1997 Owner: Hofstra University Value: $113,000.00 Engineer: Hofstra University Contact: Michael King (516) 463-6611 36 It 777 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com 16. Contract: South Huntington Schools District Wide Power & Technology Upgrades Year: 1996 Owner: South Huntington U.F.S.D. Value: $443,000.0 Engineer: John A. Grillo, Architect Contact: John M. Grillo (516) 476-2161 17. Contract: Farmingdale Schools District Wide Power & Technology Upgrades Year: 1996 Owner: Farmingdale U.F.S.D. Value: $127,000.00 Engineer: John A. Grillo, Architect Contact: John M. Grillo (516) 476-2161 37 F 1703 Church Street . Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Architectural References The Baldassano Architectural Group, P.C. 120 Comac Street Ronkonkoma, New York 11779 Richard Labanowski (631) 580-2100 Charles Baldassano John A Grillo, P.C. 1213 Main Street Port Jefferson, New York 11777 John Grillo, Jr. (631) 476-2161 Robert Cascone Wiedersum Associates, P.C. 200 Motor Parkway Suite C-14 Hauppauge, New York 11788 Michael Dodge (631) 434-7900 Thomas Associates 1 Michael Avenue Farmingdale, New York 11735 Joseph Sassone, P.E. (631) 847-7762 Ken Montross (631) 847-7766 Louis K. McLean, P.C. 437 South Country Road Brookhaven, New York 11719 Raymond DiBiase (631) 286-8668 t 1703 Church Street • Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Engineering References Joseph Garthaffner, Electrical Engineer 36 Shore Lane Bay Shore, N.Y. 11706 (631) 665-9310 Hazen & Sawyer, P.C. 498 7`h Avenue New York, New York 10018 Andy Cohen, P.E. (212) 777-8400 Robert Wilkinson (212) 777-7142 CHU and Gassman 998 North Washington Avenue Green Brook, New Jersey 08812 Brian Martin (732) 752-2291 Frank Carnavale, P.E. H2M Group 575 Broad Hollow Road Melville, New York 11735 Steve Hearl, P.E. (631) 756-8000 Lizardos Engineering 200 Old Country Road Suite 670 Mineola, New York 11501 Doug Pavone, P.E. (516) 484-1070 Joseph Mizrahi, P.E. URS Corporation One Penn Plaza Suite 610 New York, New York 10119 Victor Rentas (212) 736-4444 39 r, 1703 Church Street . Holbrook, New York 11741 Tel: (631) 218-0010 • Fax: (631) 218-0070 www.eldor.com Qualification References Indexed by Owner Rainbow Network Communications (Div. of Cablevision) 35 No. Tyson Avenue Floral Park, New York 11001 (516) 328-6710 1. Contract: Various - Electric Service Upgrades Generator Installations Satellite Distribution Installation Facilities Expansion Value: Excess of $1,500,000. Contact: John Barbieri (516) 328-6710 40 ."4 OF a NICOLAUS P. FELDMANN Westhampton Beach, N.Y. 11978 Professional E=erience: 1984 - Present President, Eldor Contracting Corp. North Hempstead Inc. 1703 Church Street Town of Oyster Bay Holbrook, New York 11741 1972 - 1984 Hinck Electric Contractor, Inc. Inc. Village of Floral Park 160 Irish Lane County Village of Mineola Islip Terrace, New York 11752 1971 - 1972 ARC Electric Nassau County Fire Alarm New York City, New York 1970 - 1971 Hatzel & Buehler Electric Inc. Village of Lynbrook New York City, New York 1968 - 1969 Thelco Electric Huntington, New York 11743 1966 - 1967 M. K. Lacey Electric Bay Shore, New York 11706 Education: 1972 - 1980 Local 25 IBEW - Journeyman Skill Improvement (8 Years) 1974 - 1976 Suffolk Community College A.A.S. Electrical Construction 1966 - 1970 Local 25 IBEW - Apprenticeship (4 Years) Master Electrician Licenses: Town of Hempstead Town of North Hempstead Inc. Village of Hempstead Town of Oyster Bay City of Long Beach Village of Rockville Centre Inc. Village of Floral Park Suffolk County Village of Mineola State of New Jersey State of Connecticut Nassau County Fire Alarm State of N.Y. Master Fire Alarm/Security System Brookhaven Town Fire Alarm Inc. Village of Lynbrook Village of Freeport Previous Experience: Thirty -Four years experience in all aspects of Electrical Work including: Schools, Airports, Wastewater Treatment, Water Treatment, Office Buildings, Commercial Stores, Industrial Space, Housing, and Process Control, Traffic Signal and Road Construction . Progressive advancement from Apprentice to Journeyman to Foreman to Superintendent to Owner. Present: Eldor Contracting Corporation Corporate responsibility for Company direction and management including fiscal and technical control. Company specialized in construction of major facilities, including Wastewater Treatment, Water Treatment, Leachate Treatment, Earth Satelite Stations, Traffic Systems, Street Lighting and Communications Facilities. ALAN K. LANG East Setauket, N.Y. 11733 Owner: Title: Professional Experience: 1982 - 1983 1983 - 1984 1984 - 1985 1985 - 1986 1987 - Present Previous Experience: 1996 - Present Vice President/Executive Secretary Hinck Electric Islip Terrace, New York 11752 North Shore Electric Elmont Electric Di Fazio Electric Uniondale, New York 11553 Eldor Contracting Corporation Holbrook, New York 11741 Sixteen years experience in all aspects of Electrical Work including: Schools, Airports, Wastewater Treatment, Water Treatment, Office Buildings, Commercial Stores, Industrial Space, Housing, and Proce;s Control, Traffic Signal and Road Construction. Progressive advancement from Apprentice to Journeyman to Foreman to Owner. Present: Eldor Contracting Corporation Manpower control, individual job coordination, requisitions, a;lalyze job tooling and equipment needs, vehicle coordination, vehicle repairs, preliminary job take -offs, coordination and weekly job meetings, control and coordination of Subcontractors, as well as ordering, purchasing and delivering materials. ELDOR CONTRACTING CORP. AND AFFILIATE COMBINED BALANCE SHEETS JUNE 30, 2004 AND 2003 2004 2003 ASSETS Current assets: Cash $ 1,790,922 $1,638,215 Accounts receivable 4,955,298 3,106,146 Accounts receivable - affiliates 498,493 661,255 Retainage receivable 1,390,536 1,262,963 Loans receivable - stockholders - -2- ELDOR CONTRACTING CORP. AND AFFILIATE COMBINED BALANCE SHEETS JUNE 30, 2004 AND 2003 2004 2003 ASSETS Current assets: Cash $ 1,790,922 $1,638,215 Accounts receivable 4,955,298 3,106,146 Accounts receivable - affiliates 498,493 661,255 Retainage receivable 1,390,536 1,262,963 Loans receivable - stockholders - 18,800 Prepaid expenses 51,581 239,064 Costs and estimated earnings in excess of billings on uncompleted contracts 1,006,418 709,064 Deferred contract costs 5,265 3,713 Prepaid income taxes 6,936 - Total current assets 9,705,449 7,639,20 Property and equipment: Machinery and equipment 477,252 468,641 Transportation equipment 1,289,863 1,030,771 Furniture and fixtures 188,351 172,824 1,955,466 1,672,236 Less accumulated depreciation 1,43039 1,417,312 Property and equipment, net 516,927 254,924 Other assets: Investment in unconsolidated joint venture - 35,836 Total other assets - 35,836 Total assets $10,222.376,�i.iQ Commitments and Contingencies Stockholders' equity: Common stock 21,200 21,200 Additional paid -in capital 95,140 95,140 Retained earnings 4,510,143 4,177,621 4,626,483 4,293,961 Less treasury stock, at cost 644,374 753,848 Total stockholders' equity 3,982,109 3,540,113 Total liabilities and stockholders' equity $10,222,376 7.930.010 See accountants' review report and notes to combined financial statements. 2004 2003 LIABILITIES AND STOCKHOLDERS' EQUITY Current liabilities: Current portion of long-term debt $ 13,703 $ - Current portion of note payable — former stockholder 112,500 56,250 Accounts payable and accrued expenses 2,055,830 1,037,919 Accounts payable - affiliate 15,026 - Retainage payable 278,645 297,327 Billings in excess of costs and estimated earnings on uncompleted contracts 3,224,345 2,519,724 Fringe benefits and payroll taxes payable 372,643 294,403 Income taxes payable - 9,449 Deferred income taxes 4,881 6,075 Total current liabilities 6,077,573 4,221,147 Long-term debt, net of current portion 50,194 - Note payable — former stockholder, net of current portion 112,500 168,750 Total liabilities 6,240,267 4,389,897 Commitments and Contingencies Stockholders' equity: Common stock 21,200 21,200 Additional paid -in capital 95,140 95,140 Retained earnings 4,510,143 4,177,621 4,626,483 4,293,961 Less treasury stock, at cost 644,374 753,848 Total stockholders' equity 3,982,109 3,540,113 Total liabilities and stockholders' equity $10,222,376 7.930.010 See accountants' review report and notes to combined financial statements. • Town of Southold • TRANSFER STATION AND RESIDENTIAL DROP-OFF • PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE!! I. VENDORS MUST RETURN THIS DOCUMENT INTACT • AND FILLED OUT COMPLETELY i ! (Do Not Sign the Contract Agreement. It . is included only for informational purposes, and will be signed by the successful bidder after • award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. a Please DO NOT remove any pages from this bid package ! ! ! Thank you! • 0 Proposal Package 1 of 22 • BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. • ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. ❑ A Bid Deposit in the amount of Ten Percent of Bid Price as required in the Invitation to Bid. • ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. • ❑ Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. u :1 Proposal Package 2 of 22 0 • VENDOR NAME: VENDOR INFORMATION SHEET • TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID OR SOCIAL SECURITY #: • DATE OF ORGANIZATION: dZd=lc �� IF APPLICABLE: DATE FILE : p STATE FILED: X76 If a non -publicly owned Corporation: j • CORPORATION NAME: LIST PRINCIPAL ST OC OLDERS: (5% of outstanding shares) • • • LIST OFFICERS AND DIRECTORS: If a partnership: PARTNERSHIP NAME: • LIST PARTNERS NAMES: CI C Proposal Package 3 of 22 0 • • • Cm MAIL BID TO: VENDOR NAME: ADDRESS: ADDRESS RECORD FORM 75� 0 �N-- 71 CONTACT: D� TELEPHONE: - a D FAX: &,3 i. 7 -7 E-MAIL: i7 v ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: • CONTACT: E-MAIL: ONLY if different - MALL PAYMENT TO: • ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: • • • • Proposal Package 4 of 22 • VENDOR NAME: ASSUMED NAME CERTIFICATION If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, • by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • INSURANCE STATEMENT • Bidder agrees as follows - please markappropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DAA FAILURE TO PROVIDE SPECIFIED INSURANCl r, -1 WE BIDDER. SIGNATURE Proposal Package 5 of 22 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if. not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, • . bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain • from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of • materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, • consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. • The pe/so)(sig" Ps bid, under the penalties of perjury, affirms the truth thereof. 0 ( /f/oze c - I// -a ,/.1�¢ Type Name & Company Position nn • .. T,�G AKIecr.Pi1,4Z LO,r/7/Q4�lD� /rc/C Company Name Date Mined /Z. • Federal I.D. Number J SWORN TO BEFORE ME TIRS NOTARY: _d�:_DAY OF , - ®✓'r NOTARY 7UC MARYA/NNE GANCI Notary Public, State of New York No.4984740 Qualified in Suffolk County Commission Expires Proposal Package 6 of 22 PROPOSAL FORM TRANSFER STATION AND RESIDENTIAL DROP-OFF DESIGN • VENDOR NAME: VENDOR ADDRESS: 7-S— ter , -0�- ��� / ' 1v 11716 TELEPHONE NUMBER: 77 O O FAX: ,?77- 7'f–J'3 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the • said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a • corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest • therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • j 3 s' a a • •' Proposal Package 7 of 22 0 1] 11 0 0 0 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itamizad Prnnnsal fnr! Tnwn of Snutttinld I I[tue Drnin.N K1- f1A_1Gn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. 3 Site Demolition - Concrete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Wails, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and. Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. Ali costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all tabor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Site Demolition - Buildings & Structures 1 LS for ILS - Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 Site Demolition - Site Features 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, TimbedPlastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 8 of 22 9 0 0 0 i 0 0 0 V TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Pronnsel fnr! Tnwn of Seufheld t rrruA n., -r # K1— nAr►en ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Building Relocation - Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The. Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 7 Building Relocation - Scalehouse Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalshouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Botts to Foundations, and the Modular Lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalshouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Site Excavation & Grading 188,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 9 Proposed Site Sanitary Systems 3 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate Subbase Material 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material Installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit prig bid for this Item. 11. Road System - Type 3 Asphalt Binder Course 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 9 of 22 TOWN OF SOUTHOLD . TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION 11 0 n u n u n u n u n u 0 Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall, receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofroiling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - 4" Sidewalk 6,815 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4' thick concrete walkway installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15 Site Concrete - 6" Reinforced Concrete Slab 1,725 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF for /SF Dollars ' Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6' thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, fomes, earthwork, all labor, materials, splices, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All casts associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 10 of 22 0 0 0 r] 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill In Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab with Surface Hardener 14,600 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with surface hardener installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment andincidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete - Reinforced Structural 720 Cy for !Cy Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 Site Concrete - Precast Block Retaining Wall 400 EA for • __/EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwater system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 21 Building Structures - Transfer Station 20,400 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, including all internal stnMrss and systems including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snowrice fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All crests associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 480 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior strictures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 23 Building Structures - Attendant Booth 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This Item will include all udii6es and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be.included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 11 of 22 [, 0 0 u 0 � � TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemised Prnnnsal far! Town of Snuthnld r rnue Dr^i&M run nd_nen ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill In Unit Price Written In Words) QUANTITY 500 Gallon Double Wall Above Ground Waste Oil 24 Tank- Complete 1 LS for !LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This Rem will include all utilities, concrete slab installation, and anchoring of the structure in Its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 25 Site Drainage- Structures, Rings, Inlet Boxes, 1 LS Covers and Grates for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. Site Drainage -18" Diameter HDPE Corrugated . 28 Drainage Pipe 1,800 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18" diameter HDPE stonnwater pipe - corrugated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 Site Signage 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 28 Line striping - 4" Wide 13,000 LF for /LF 1 Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 44nch wide stripe. Measurement for striping with a plan width greater or leas than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Stdoino (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenancelprotection of traffic during installation. 29 Site Fencing - 8' High Vinyl Coated Galvanized 1,025 LF Chain Link Fence and Gates for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. CONTINUED ON NEXT PAGE roposa ac ge o 22 0 0 0 0 0 0 41 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKUA Prni--O, Nn_ nor n5n ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized Chain Link Fence 530 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scadfing of sal prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for /SF Dollars Cents 1. Measurement and Payment. The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 751/6 of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and a4 approved by the Engineer. 2. AN costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished and Installed 2 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6" Bollards, Steel Supports & 20' High Pole 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 13 of 22 0 0 0 0 0 Ul 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiact No. 0a -o50. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (FIN in Unit Price Written in Words) QUANTITY 36 Steel Stairs & Railing 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiation Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 38 Methane Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 Scale Vidso Monitoring System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder Installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 40 Gas Vent Modification 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 41 Domestic Water Service - Complete 1 LS for _ /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as drected by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 14 of 22 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Ifamizad PrnnnAad fnr! Tnwn of Snufhnirt 1 roue Drniawi rUn nonan ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire Suppression Equipment- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS for ILS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This iters will include all uftes, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the Construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6" Crushed Stone Pavement with Non- Woven Fitter Fabric 3,500 ' SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz non woven filter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. 45 Conrete Curb Stop 21 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measurnent as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 15 of 22 • KI 0 0 0 0 0 • lu TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold I KMe Prnia& Nn_ nA-n5A_ ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY Al Modified Domestic Water Service 3" SDR 9 HDPE 1 LS for !LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A with foundations as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, concrete, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A2 Metal Canopy A 1,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. A3 Metal Canopy B 2,700 SF for !SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to safisfactorfy complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS Proposal Package 16 of 22 0 ID 0 0 • n u TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, ail labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 17 of 22 n L n LI r_, LJ • • 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 4111 Proposal Package 18 of 22 LI i n u L2 0 7 L J 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID 1 General Conditionsand1Mobilization 1 LS for IttIG W ate tt�r7Ke�U /LS J`.1\ve+r " *e- c�-'5 Do�ars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (500/6) upon complete mobilization to the site. b. Twenty Five Percent (250/6) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp lectric rvl .E► - I�11`� w � 1 LS -Soso, fo�hr; , ��fS Cc,,rilsl.-S gc t3s0"� so r Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station - lnterio[ Em#rices t'kaaroscx.�. l 1 LS m n Q � 0 0 foI 'em e,�s /LS g oC O r Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric E7 &&44e�n 'ZW�r�°50-'Wd sevev, (tdje 1 LS q� mo L Q ! Gk( -10 4"O for A C/016's Su i aolbs Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 L", L U �� TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Administration Sul Ping Electric S�k W444 1 LS4-400SM4.el 00 440 for!; c6l� w,% Qe4/LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Two ome K0050"J ngep EIec4tric�K��A 1 LS for 0 m t" W4 XA+b C6IA-5 /LS i Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 ve ite fighting 1 _ i � S �cd1+�20+1 25 EA pe o b Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting N�rnQ Kwvc {x__� Z�agAO J^ 1 LS q s ® o 900 ---- for "Y%& -9-� /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 20 of 22 0 C L�] r • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 �t�Fuel ispgn'elEle�c.�tric"e j �oe...al 1 LS �7 c� cD g o for � - 1 � o P�/bSJs�C�j Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 ate lectgc to P7 -Vault t6��s 1 LS S b for � �I-Im — C -e6'* 1 JLS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS //� _ A®o !' for" 1�� ✓d/LS 00� ©cu `per Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price tohookup all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergency Generator ElecAric 1 LS o for 0 -t -a qeA)5>, CZ, -AS /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL ofSadSelleq/ 7� 00 Dollars Cents ;sera ce-413 r"" WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 0 Proposal Package 21 of 22 �7 • • AUTHORIZED SIGNATURE PRINT NAME l fr ii /,L' �, . TITLE tll , "4-- DATE 4— DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ss.: S On the :(--day of in the year 2004 before me, the undersigned, personally appeared, I A 292=LIZZ , personally known to me or proved to me on the basis of satisfactory eldence to be the individual( -&)--whose names} is (a>`e-) subscribed to the within instrument and acknowledged to me that helsheAh&y executed the same in his/herhhe capacity(ies)f and that by his/her signature(s)-on the instrument, the individual(&), or the person upon behalf of which the individuals) acted, executed the instrument. NOTARY PUBLI MARYANNE GANCI Notary Public, State of New York No. 4984740 Qualified in Suffo k County Commission Expires Proposal Package 22 of 22 0) 0) •' Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. i SUBMITTED BY: A Corporation / � A Partnership or Entity FIRM NAME: llz'`An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE J 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? 74 % List trades that you organization normallyperforms below: 3. Have you ever failed to complete any work awarded to you? . If so, note where and why. /V() 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. 41(l QS -1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. 41D s •� 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion, a ♦' 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work QS -2 A FED. ID NO. 11-2215346 10. List the ten most recent contracts the firm has completed. If less than ten, include most recent subcontracts on projects up to that number. 11. List all current uncompleted construction contracts: Agency/Owner Agency/Owner Contract No. Prime or Sub Design Architect And/or Design Eng. Award Date Amount Date Completed 1• NYSDOT D257439 PRIME ..-DUNN ENGINEERING 2/98 UNIVERSITY HOSP 24,000,000 PRIME .11103 2. NYSDOT D258880 SUB FST 1/02 1,820,000 500 000 NASSAU CO DPW 39305—E1 3. NYSDOT D257803 SUB HARDESTY & MOVER 8/98 410 000 4. LONG ISL 5. OGS D09995E PRIME OFFICE OF GEN. SERV.0 119,00004104 0 6. NYSDOT D259008 SUB CARMEN AND DUNK 7/02 181,848 04/03 7. NYS PARKS D003051 PRIME 10/01 853,000 11/03 8. SUFFOLK COUNTY CP3301.342 PRIME T.T. WILEY 10/01 854,000 11/03* 9. NASSAU CO. BAJ JPRIME453,000 0 10. NYSDOT SUB HARDESTY & OVER 5/03 18,325 2/04 11. List all current uncompleted construction contracts: Agency/Owner Contract No.' Prime or Sub Design Architect and/or Design Engineer Total $ Amount of Firm's Contract (or Subcontract) $ Amount Sublet to Others Uncompleted $. Amount of Firm's Contract or Subcontract ISLIP RESOURCE REC PRIME T.TRQ ENGINEFRS 3,579,756 0 000 3,500-000 UNIVERSITY HOSP PRIME ' NYSDOT D258276 SUB 1,820,000 500 000 NASSAU CO DPW 39305—E1 PRIME LIRO ENGINEERS 1,056,000 14,000 990,000 12. Net Total Billings for Firm's Previous 3 Fiscal Years: 20 04 $ 6,563,918 (6 months) Average Backlog for Firm's Previous 3 Fiscal Years: (Estimated total value of uncom leted work on outstanding contracts) ,)n 04c 10.642.100 �ae of A/qn/nAN pw a' • t 0) i' S. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca aci 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? y.S 10. Bank References: /c/ 4 % '6�3/o� 11. Trade Association Membership: 4 E 11,1,14 - / l (°4.t- ' -- — /��11!5/61 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? 1111U QS -3 ,:�-Anck ffF-a ucaL ConLactozi, -qnc. 75 Orville Drive • Suite 1 (631) 277-7700 FAX (631) 277-7833 Bohemia, NY 11716 www.hinckelectric.com Present Years of Individual's Position or Construction Name Office Experience John G Buck President 19 Craig Hinck Vice President 12 Magnitude In what and type capacity of work All aspects of Estimator/ municipal, industrial Project Manager electrical construction Supervisor up to $20,000,000 All aspects of Estimator municipal, industrial Project Manager electrical construction Supervisor up to $10,000,000 •, 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. •) •' •i �) STATE OF COUNTY OF •) beipg duly sworn deposes and says that he is the of Ztractor and that answers to fore�oipg questions and all statements therein contained are true and correct. person who signed bid) Sworn to before me this d�L day of f 2004 s Notary Public Commission Expiration Date: Ke AR`',^'P CA C! Notary Public. m s:.- of New York No, 4 740 Quaiified it Suff ik Counjy Commission Expire` 7yles QS -4 �l CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein • contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work • of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part • hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract • , Documents in the manner and under the conditions therein provided. THEM: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in • said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and «� remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. i) A-1 • �1 Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. �l Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. • l Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. •) The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. Total Bid Written in Words Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY BY_ Joshua Y Horton, Supervisor TITLE • BY Town Attorney •) (CORPORATE SEAL) A-2 Dollars s� ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, •� personally appeared, 'personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) s� acted, executed the instrument. s' NOTARY PUBLIC STATE OF NEW YORK, COUNTY OF )ss.: On the day of in the year 2004 before me, the undersigned, . personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. s' NOTARY PUBLIC A-3 s� •j ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: • Company Name: Contact Name: Fax No.: • Telephone No.: Q-1 • Town of Southold TRANSFER STATION AND RESIDENTIAL DROP-OFF PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 • REMINDER NOTE ! ! ! : VENDORS MUST RETURN THIS DOCUMENT INTACT • AND FILLED OUT COMPLETELY ! ! (Do Not Sign the Contract Agreement. Itis included only for informational purposes, and will be signed by the successful bidder after • award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. 9 Please DO NOT remove any pages from this bid package! ! ! Thank you! :1 0 Proposal Package 1 of 22 ! BIDDER'S CHECKLIST l� L] E f 0 L] Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. ❑ A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. ❑ As specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (14) business days from novice of award to supply this former the bid will be rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. ❑ Bidder's Qualification Statement. NOTE: Please do NOT sign the Contiatt Agreement. It is Included only for ,►'� Informational purposes, and. will be signed by the successful bidder after award of ttte: ,ontract. r Proposal Package 2 of 22 * VENDOR NAME: ROJIbigI VENDOR INFORMATION SHEET 0 TYPE OF ENTTTY:CORP. X PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: 12S l y S0 I OR SOCIAL SECURITY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: OV , If a non -publicly owned Corporation: CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) • LIST OFFICERS AND DIRECTORS: NAME TITLE 11 ................................................................................... If a partnership: PARTNERSHIP NAME: . LIST PARTNERS NAMES: Ll Proposal Package 3 of 22 �� MAIL BID T0: VENDOR N, ADDRESS: ADDRESS RECORD FORM r, LJ E Proposal Package 4 of 22 CONTACT: # TELEPHONE: FAX: E-MAIL: 9m --Y if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: �Y-if different - MAL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: r, LJ E Proposal Package 4 of 22 VENDOR NAME: i I ASSUMED NAME CERTIFICATION If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) U i C INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specked if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURAN E S DISQUALIFY BIDDER. AUTHORIZED SIGNATURE Proposal Package 5 of 22 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if, not, that I have written authorization, enclosed herewith, from that ! person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, . bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain ! from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. S. My firm has not offered or entered into a subcontract or agreement regarding the purchase of * materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, ! consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. D ►I The person signing this bid, under the penalties of perjury, affirms the truth thereof. `'gna & Company Position NOTARY: DAY OF? Type Name & Company Position +11 .2 P, paez e..a� Q_ 4 Company amiJ e N7 P LI CM -A.( Date Signed Pubk SO Federal I.D. Number SWORN TO BEFORE ME IMS 20 P Proposal Package 6 of 22 PROPOSAL FORM TRANSFER STATION AND RESIDENTIAL DROP-OFF DESIGN VENDOR NAME: TELEPHONE NUMBER: G3) -A-)006 FAX: 01-& -ao t o The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the * said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest # therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated Proposal Package 7 of 22 0 0 • 0 0 i 9 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold I ICMe arniar4 M^ na_ncn ITEM NO. DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) ESTIMATED QUANTITY UNIT UNIT PRICE BID EXTENDED AMOUNT BID v, 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going projecttated expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the constriction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (500%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this Item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Site Demolition - Concrete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wali Blocks, Removal of all concrete associated with the existing Scalshouse and. Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Site Demolition - Buildings & Structures 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory strictures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition. of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 Site Demolition - Site Features 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. CONTINUED ON NEXT PAGE 0 Proposal Package 8 of 22 • 17, 0 El E u n U L -I TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold I Ittue a..,te�r u., nn -un ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 6 Building Relocation - Administration Building 1 LS for_ /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building Relocation - Scalehouse Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scatehouse Building including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Botts to Foundations, and the Modular Lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Site Excavation & Grading 188,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 8 Proposed Site Sanitary Systems 3 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. AN costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Nem. 10 Road System - Recycled Concrete Aggregate Subbase Material 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material Installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 11. Road System -Type 3 Asphalt Binder Course 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans,, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 9 of 22 • • • • �J r, u • r1 LA TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Prosect No. 0"50 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT 810 NO, (Fill In Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 617 asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 13 Site Concrete - Curb System 5,900 LF for !LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - V Sidewalk 6,815 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4" thick concrete walkway installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15' Site Concrete - 6" Reinforced Concrete Slab 1,725 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF for !SF Dollars Cents 1. Measurement and Payment The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 0 0 Ll n n �A TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Prosect No. 04050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab with Surface Hardener 14,600 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with surface hardener installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete - Reinforced Structural 720 CY for /CY Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment an Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. 20 Site Concrete - Precast Block Retaining Wall 400 EA for %EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwater system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 21 Building Structures - Transfer Station 20,400 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, Including all internal structures and systems including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snowflce fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and Incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 480 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, Including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and Incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 23 Building Structures - Attendant Booth 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This item will include all utilities and anchoring of the structure In Its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All cow associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 11 of 22 Ll 0 0 0 U IE r TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Prefect No_ n4-n4n ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil Tank- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 25 Site Drainage- Structures, Rings, Inlet Boxes, 1 LS Covers and Grates for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28 Site Drainage -18" Diameter HDPE Corrugated 1,800 LF Drainage Pipe for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE stormwater pipe - corrugated exterior and smooth interior installed and measured along the centeriine of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 Site Signage 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this nem. 28 Line striping - 4" Wide 13,000 LF for /LF Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 4 -inch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Strioina finches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenance/protection of traffic during installation. 29 Site Fencing - 8' High Vinyl Coated Galvanized 1,025 LF Chain Link Fence and Gates for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All casts associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. CONTINUED ON NEXT PAGE Froposal Package 12 722 Ll L n i ►l 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pronosal for: Town of Southold 1 true or -;-4 M- nnscn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized Chain Link Fence 530 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for !SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as speed, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished and Installed 2 EA for __/EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each i t' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6" Bollards, Steel Supports & 20' High Pole 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6" concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. AD costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 13 of 22 u n L. F1 u 0 0 n u L] I -I L-A TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill In Unit Price Written In Words) QUANTITY 38 Steel Stairs & Railing 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiation Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 38 Methane Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalshouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 38 Scale Video Monitoring System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 40 Gas Vent Modification 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 41 Domestic Water Service - Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1") and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 14 of 22 0 0 C7 i 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pronosal for. Town of Southold I ICDA Dr ~4 Nn ndncn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire Suppression Equipment- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install a fire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in Its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the Construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 44 6" Crushed Stone Pavement with Non- Woven Filter Fabric 3,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with fSoz nonwoven fitter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 45 Conrete Curb Stop 21 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measunnent as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 15 of 22 r� U L] 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY A f Modified Domestic Water Service 3" SDR 9 HDPE 1 LS for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A with foundations as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, concrete, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A2 Metal Canopy A 1,500 SF for JSF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A3 Metal Canopy B 2,700 SF for /SF Dollars Cents 1. Measurement and Payment The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS A Proposal Package 16 of 22 LJ r-, L J J A 7 7 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS 0/ for MOP= � V� y! d /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS _IU 0%lYLS % 1 OQQ foreUW eW Sc.a(_� / j Dollars Cents 1. Measurement. and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station c� 1 LS �¢,v�t'atl act, aF# v � h VA ciV G� %t for /LS --- 7 S U Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 interior Plumbing- Administration Building 1 LS O" V, 6 Q d CJ for SX IOU o /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by`the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 17 of 22 9 u Ll 0 • Ll 7 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plgmbin- W igh Facility 5 Vc s� o w— �iV eJ a��, 1 LS _ d for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for�--j'� OUV I Aou S�� ILS 0 0U � Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. SixtV TOTAL I0/0U Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 0 Proposal Package 18 of 22 u 0 Li 0 ri TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station — Interior Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 0 0 0 • 1 0 0 11 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO, (Fill in Unit Price Writterr in Words) QUANTITY BID 5 Administration Building Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Home Exchange Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Site Lighting 25 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials; equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 20 of 22 Ll J • 0 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. .10 Electric to RPZ Vault 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to. hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergency Generator Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 9 Proposal Package 21 of 22 i AUTHORIZED SIGNATU ,//—'---'i PRINT NAME TITLE VP � DATE 7 l/ 'Z (—O S CE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: • r On the y of in the year 20O before me, the undersigned, personally appeared, c ' , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY LIC CAi1MA. tlpRB R ,State of lift YA 4674721• i KI Proposal Package 22 of 22 u Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY:Corporation A Partnership or Entity FIRM NAME: An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? '2SJ 0" 2. You normally perform what percent of the work with your own forces? % List trades that you organization normallyperforms below: 3. Have you ever failed to complete any work awarded to you? AL-. If so, note where and why. r 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. P6 QS -1 • 0 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. AJ(-) 0- 0) 0) 0) 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work QS -2 S. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca aci *I 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 9) 0) 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? 0) QS -3 r� 0 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. �) STATE OF ) COUNTY OF ) A' 0) being the t/ Jr., of J answers to the foregoing questions and all """ (Signature of person who signed bid) Sworn to before me this day o , 200' S Notary Public Commission Expiration Date: sworn deposes and says that he is Zt, contractor and that co4fained are true and correct. COM A. GOLDFARB NdwyPublic, State of New Yo* SiM * Courcy No. 4674721 CpIMIMS W Expires June 30, 20,:�� QS -4 ' CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein ! contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of ♦ Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract • , Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in • said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. 0) A-1 A' Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. •1 Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. �l Total Bid Written in Words A� Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY Joshua Y Horton, Supervisor I BY Town Attorney M TITLE (CORPORATE SEAL) A-2 Dollars ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, •� personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC STATE OF NEW YORK, COUNTY OF )ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC A-3 • •) ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: • Company Name: Contact Name: Fax No.: Telephone No.: Q-1 Town of Southold TRANSFER STATION AND RESIDENTIAL DROP-OFF PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY ! ! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. • Please DO NOT remove any pages from this bid package ! ! ! Thank you! i Proposal Package l of 22 • BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if • • CI 0 Proposal Package 2 of 22 the following forms are not included at the time of the bid opening. Notarized Affidavit of Non -Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the • % Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) • business days from notice of award to supply this form or the bid will be rescinded. WVendor Information Sheet and Address Record Form. • Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the .contract. • • • CI 0 Proposal Package 2 of 22 • VENDOR NAME: W .iS'nWen QD. VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID OR SOCIAL SECURITY #: • DATE OF ORGANIZATION: — O IF APPLICABLE: DATE FILED: STATE FILED: � 1aJ ©iL1L • If a non -publicly owned Corporation: CORPORATION NAME: L . b. w rw,rateA c' ' Rei Cm \ r LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE ................................................................................... If a partnership: 9 PARTNERSHIP NAME: LIST PARTNERS NAMES: • Proposal Package 3 of 22 LJ ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: �-� �, wbw-".dl pz J ADDRESS:`4& CONTACT: N-._ kb u�S SM L__ TELEPHONE: (63,`-661-0100 FAX: lo3 k — (06 I' --03-0'7 E-MAIL: QNLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: M Y if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: -- - _ E-MAIL: - -- _ - • i • 0 Proposal Package 4 of 22 VENDOR NAME: `13% kXJ0%rxM qN 0011(K1 ASSUMED NAME CERTIFICATION If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: N k If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHA DIS ALIFY BIDDER. AUTHORIZED SIGN TURF • • 0 Proposal Package 5 of 22 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, • communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. • 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. • 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of • materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project • and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person si ning 7id, "� ".,_under the penalties of perjury, affirms the truth thereof. • SWORN TO BEFORE ME THIS azure &Company Position S r" 1 IN ` A I P N �T NOTARY: DAY OF i �L� , 20 Type Name & Company Position • t..=�b . V.b� Ooh C'�.,113�, _ aadA I-,' e Company Name NOTARY PUBLIC - 4 — "2—I — ®S- Date Signed ��m Si1IdAm I I _SS� Ct I .�, Notary Public, State of Nwrlfbtic � Na 01 SH6062117 Federal I.D. Number Qualified In Suffolk County Commission Expires July 30AO' 0 Proposal Package 6 of 22 PROPOSAL FORM TRANSFER STATION AND RESIDENTIAL DROP-OFF DESIGN VENDOR NAME: , W&1-�. eA- Ctt) > ► L!5MP e O, VENDOR ADDRESS: TELEPHONE NUMBER: 63 I— (6 — © 122 FAX: (63 l — 1 — t3�S--o % The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. • If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. • Ll Dated .3/Z8- bS" 3,LT'71©— Z or 4�13LOvr ic X rk'r �S Proposal Package 7 of 22 J 0 n rJ 0 0 J TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKUA Prniart Nn nA.nsn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill In Unit Price Written in Words) QUANTITY 1 General �C?,nd"f�d Mobi( tion 1 LS 273, W,00 115, boa, 00 for'1;lfR8£ �'t�uSilriJfl /LS Dollars Cents 1. The lump sum price bid under Payment item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful co a project. 2. Payment for this item will be made r payments; a. Fifty Percent (509/6) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184;000 SF p� 6��4ev, oD for'11 / Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this Rem is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. 3 Site Demolition - Concrete 1 LS `t3, flJIP TV*~`t3,aao,00 4Tfb ,lib for S Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Walls, Stabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 4 Site Demoli-kvlr Pill,BuildingsA%C d5 Structures 1 LS �pp.� s. -XII for S %Y- tA( '� Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this item. 5 Site Demolition - Site Features 1 LS f,71eM, 06 (7, n0 O diX1' �� P for a *W h S/LS 100 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 8 of 22 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMO Prnimt Ne_ na.nsn_ • 0 0 0 0 0 0 0 • 0 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Building VU60 tion -�A,dmir ist0SW#n Building JS 1 LS ('7� for iw. 4k0P_U_6 VMt&/LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 BuildingA� ation -"lehouse Building 1 LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular Lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this ftem. 8 Site Excavation & Grading 188,000 SF p �� b3 'fab. em SF I for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 9 inProposed Ske Sanitary Systems 3 EA $'ppp app T I for_Mm,eas /EA Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings; and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate 124,700 SF Subbase Material fort0_C ��7SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material Installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bit for this ftem. 11 Road System Type 3 Asphalt Binder Course 124,700 SF for s1r f EVX lwMr 4WI67 F Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this ftem. CONTINUED ON NEXT PAGE Proposal Package 9 of 22 . TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itamizad Pr000nal fnr-- Town of Southold 1 ICDA Prniart Nn nA-nrn P Ll • 0 `J F-1 n u n ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF O forgo n S *A2&ftMF7 j31FS'r Dollars Cents 1. Measurement and Payment: The Contractor shall. receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofroliing of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF forte O Air DO LAWS /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Ito Corte e - 4" Sidewalk 6,815 SF for Z1 fang /SF Dollars I Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4' thick concrete walkway installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15 Site fs�' RoI ffor Comets Slab 1,725 SF '7� (gyp (9I (jib 00 ' for (rr!r Cj!rE� 1 /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6' thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF ((, YS O 3011 M. Dib for fi I.W GiJ 1 O LA^ft'; /SF Do lets Cents 1. Measurement and^Parment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab Installed in designated locations, h:li gioasured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF ( _36)7)'� . cz for/SF Dollars Cents 1. Measurergent and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 4k 0 i r, n ►J 0 P TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab with Surface Hardener 14,600 SF , CJ U '� CIO 0M . O v for fj jD(5 G *gA__S /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with surface hardener installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete -Reinforced Structural =1 720 CY f \M � voVa til,> ro for'G*n§4 jft� DSAA4NP&/CY Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment an incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 Site Concrete - Precast Bloc Retaining Wall 400 EA �� prp `i 3, Gov t� -rn,� *W a1� fo�1��F QP!� EA Dollars Dolla 1rs Cents 1. Mepsurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and Installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to storrnwater system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 21 Building Structures - Transfer Station �5 S 20,400 SF 4 2L (ps qt f(� �,w.1l V Aj I Ne /ATt./ t F+,r0� a7 ( V Sr 1� r Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, including all internal structures and systems including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snowrce fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All casts associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 480 SF ,Cap 14 00 fot°jg!T ft& 'RIXA,11140S /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, including aft exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior strictures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the pians, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Nem. 23 Building Structures - Attendant Booth 1 LS 75—owp0 stow. ©b !afts for fs_/LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This item will include all utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All casts associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. CONTINUED ON NEXT PAGE Proposal Package 11 of 22 . TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold LKwte Prniaw-4 Nr,_ n"Sn r� 0 6 u Ll 4 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil ek- Complete 1 LS ' I�O� Q� O Dixie 'rTSnNo FrV . i for HM r7CiLC ncii S /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wail above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavabon, grading, compaction, subbase preparation, cgncrete prep, construction, anchoring of tank in place, all required safety equipment, all :fees associated with inspection by SCDHS, and all labot, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 25 Site Drainage- Structures, Rings, inlet Boxes, Covers and Grate$$ 1 LS oO� I �-� h� v O 0 1" 'j e D U J4ft-'P `-t SFs.f y-� / + � for l A0QS&r1Q Z)(),,l_ei6 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 26 Site Drainage -18" Diameter HDPE Corrugated Drainage Pipe 1,600 LF �o O 0 q //��v��,, � Oi vQ. 0c) T K . for {2S /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE stormwater pipe - comrgated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 Site Signage 3�� 1 LS 7 rim � ,+ V . C� O for �E t Ni i1od T, S Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28 Line striping - 4,Wide for ta LbUAAS� S ihl Ll /LFA 13,000 LF • © �� Dollars - Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 44nch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the.plans or as directed by the Engineer will be made by the following method: Plan Width of Striping (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenance/protection of traffic during installation. 29 Site Fencing - 6' High Vinyl Coated Galvanized1025 , LF x� 9 q -f , O(D Chain Link Fence and Gates for'jH Rtit "Nic, r:kJUpcl`?SjLF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 12 of 22 . TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION kAmizad Prnnnaal fnr- Tnwn of Snuthnld I ICUA D—-* M„ nd_ncn 40 P'] U ►.l ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized Chain Link Fence 530 LF (�6 n, �" (01 I V! 0. 00 _ for 114/K7f 1b 'DOIIA-SQ S /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF 50qq 2 5 Q N • ! rf-T`t �eSF 5 for -A70 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseedin� 94,500 SF rFTEZNJ for 760 POLL"s CCck-4S/SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price far each square foot of Hydroseeding perfomred as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 'F0 C (-ki# Dt�D Trees �ti.3C 1- i and Shrubs 57 EA 4w, � rI o� a� 90L . 00 fore Dc3t,LAa S /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished IInstalllleHd 2 EA (( a (� �y l 7 i� �, l�7r t . -And �� j / K � 000, f - Q-C1t'L.pou kyN n3c� c�rJ �A Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. AD costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6` Sollards�Steel Supports & 20' High Pole 't(a� 1 LS JV Q Q sfh TR0b.S JJ0 hot) T�►�� ' L ! for t -n S. i � /Ls Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 13 of 22 a 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold LKMA PrniaerY Nn ne.nsn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 36 TL�Is3,(t rt w a )l , Ls foTAxr--t Nt v rpcep "&W Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radli lon Detection System ! 1C3 ` _T ff �)Ll4ddS 1 LS / ao f 3� O� 4 . �� for ' Op 001 C�t,r�,, l /LS Dollars Cents 1. Measurement and Payment'. The Contractor shall receive the lump sum bid price to furnished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 38 Methane Detection System - 1 LS 11100 C) IV, 000. oo � a T440��j, �� 5 for PAS f"d Cc' NT /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. AN costa associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 38 Scale Video Monitoring System S/.�7peN �I &10USAN s 1 LS 11 qCV I( g0Ocp for rXikAd5!.Lp f3cJ C�&OILS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric comments as per specifications, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the worts according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 40 Gas Ven Modification 7 i � +�,—, EILS 1 LS 3,3ao 3,';5oa .ted forNt,u!?I,�D I�tit.Lh�B+C t�oib Ny Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and spectications and as approved by the Engineer. 2. AN costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 41 Domestic Water Service - Complete T-��l N1t- C- -7rao r�sANQ 1 LS 9y900 �{ Ood . O v for DoLt A 15 kj-0 I-0 CEI -3r /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. CONTINUED ON NEXT PAGE Proposal Package 14 of 22 ` TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold 1 VUA Drnin # tun ne..nr n I* 11 n u I* • 40 A ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 42 Fire Suppression Water Well and Fire Suppression Equipment- Compplete 1 LS 9-4000 �� o O ,V'ti,.Er3Tt( S ttsN-rktisf pc> < r o for DU4A t _ A4, t ----,o 6 --OT /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43-r Fuel Dvty1ps sn -i►tig Aste�Completem 1 LS ��j yo cD r6 , k U O , v� forLa re -T /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavabon, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 44 8" Crushed Stone Pavement with Non - Woven Filter Fabric 3,500 SF j l o Lj U ct?� for 14MAk At00 rVICN /SF I / Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz nonwoven filter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. 45 Conrete Curb Stop21 NoNt-navo ndf.�-#S EA bo 91 loot no for A P1O Ya Cf NT EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measunnent as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. TOTAL T RIC 1.4 /Lt101 l "> {IUNDWC13 P4Yrc-i /7T Ga n c� "'t �' •✓ T l4WbtNQ Nt Ae- rio/u garb a ri�T`1 el /Dc1CCM3 A ►"P collars nts cC�-1S- WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 15 of 22 0 0 V s • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000aal for: Town of Southold LIMA Pmiart Nn na.nsn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Al Water Service 3'R 9 HDPE MalrfiedDix' TT 1 LS i�I �� C19b D o t lk t T-Wi Jv 1 for L5 Dollars I Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (3'), distribution branch service piping (1'), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. DS - � /Mat�LCan�op A2 1,500 SF 6%tr t for ccs Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. AH costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A3 M�etal Canopy B 2,700 SF (���0 ` �i for Ca1R.Y �Uit '00A*6Cl/SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. TOTAL Imo' iT' �—`L4 15, Dollars N.Cents WRITTEN IN WORDS Proposal Package 16 of 22 i 4) a :] TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM I DESCRIPTION OF ITEM ESTIMATED . UNIT [UNIT PRICE BID EXTENDED NO. (Fill in Unit Price Written in Words) QUANTITY BID General Conditions and Mobilization 1 1 I LS for /LS Dollars Cents I I 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, tabor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 1 Proposed Water Service Connection at Main 1 1 1 LS for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 1 Interior Plumbing- Transfer Station 1 LS for /LS Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer sta as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 1 Interior Plumbing- Administration Building 1 1 1 LS for /LS Dollars Cents I I • I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administratiol building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 17 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. TEM NO. � (Fill i DESCRIPTION Price WrlttenOF l n Words) I QUANTITYESTIMATED, UNIT I UNIT PRICE BIiDI EXTENbED , BID 5 1 Interior Plumbing- Weigh Facility 1 1 1 LS for /LS Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 1 Interior Plumbing- Employee Trailer 1 1 1 LS TOTAL for /LS Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or -as directed by the Engineer shall be included in the price bid for this Item. Dollars WRITTEN IN WORDS Cents NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 4 Proposal Package 18 of 22 r7 a • 0 Ll r7 u r TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet'all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work aFcording to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station - Interior Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE * Proposal Package 19 of 22 a 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. I ITEM Np, I (Fill inDUnit Price WrittenSCRIPTION OF ) in Words) I EM QU IAMNTPE'YD I UNIT {UNIT PRICE BID I EXTENDEBDDAMOUNT 5 6 7 Administration Building. Electric for /LS Dollars Cents LS 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Home Exchange Electric for /LS LS Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchai building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. for Site Lighting 25 1 EA Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall r be included in the price bid for this Item. 8 1 Exterior Building Lighting 1 1 1 LS for /LS I Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 20 of 22 • 0 r • • 0 • 41 48 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergency Generator Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. • Proposal Package 21 of 22 AUTHORIZED SIGNATURE PRINT NAME • TITLE ?9-"S \ Q ewl— DATE �(- '3-t Ll ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: 9'r On the day of A?mu in the year 200/before me, the undersigned, personally appeared, -V*v %O c e+S�,;er , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC F Claire A. Shanley Notary public, State of NewYork No. 01 SH6062117 Qualified in Suffolk County Commission Expires July 30229- J a 41 Proposal Package 22 of 22 J • • 2 C 7 0 L] 11 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: D4\ -,11 y \1•S�g A Corporation n A Partners ip or Entity FIRM NAME: L,'� , V11S[���`YV �'b�QPJ An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE Q to *th 'L* Cep swtu., ow6t-, N`F I WE 0�90MV WAOfW v OOM SW;k- ,tea , W9, F -t , �—, a -stc', 3 1. How many years has your organization been in business under its present business name? rt 2. You normally perform what percent of the work with your own forces? co % List trades that you organization normally performs below: S, ro _F,a Ri 2zs A-vz D �- 3. Have you ever failed to complete any work awarded to you? �0 . If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. PO QS -1 • 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. q3V • • 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion (s c A T1-Ctk12V- D) • 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work • C S'e-c kTrpc�tft) • • • QS -2 • QS -2, Item#6 Projects in Progress Project Name Contact Owner/Representative Contract Value % Complete Completion date Babylon Public Library Robert Luzak (631) 897-0561 Library Director $2,464,000.00 60 2005 New Skilled Nursing Facility Steven Astuto (631) 852-4233 Suffolk County DPW $2,790,000.00 15 2005 Mastic Natatorium Andrew Maziotti (631) 751-0300 (x-149) Tritec Building Co., Inc. $2,440,000.00 32 2005 Competition Mercedez-Benz Armond Bellagozi (631) 258-7511 Owner $150,000.00 95 2005 Project Name NYSIF Mail Room Selden Fire Training Facility West Islip Public Library Pathmark QS=2,ltem#7 Projects Completed Contact John Bussman (212)312-07030 Jack Emr (631) 732-5570 Irwin Shneider (212) 447-5860 Al Neuman (516) 484-8800 Owner/Representative NYS Ins. Fund Selden Fire District West Islip Public Library Pergament Investors Contract Value % Wenger complete Completion date $285,000.00 85% Dec -03 $913,000.00 70% Jul -04 $3,300,000.00 45% Apr -04 $10,200,000.00 35% May -04 PATHMARK STORES, INC. STORE ENGINEERING DEPARTMENT 200 MILIR STREET, CARTERET, NJ 07008-1194 (732) 499-3000 EXT. 3150 -- FAX (732) 499-3143 January 26, 2004 Mr. David Wenger L.D. Wenger Construction Company, Inc. 770 Railroad Avenue West Babylon, NY 11704-7820 Dear. 'Nfr. Wenger: I would like to express my sincere appreciation for L.D. Wenger's effort in achieving the timely and successful opening of the Bethpage Pathmark. Your personal involvement and dedication to the project was key to reducing the project schedule by nearly two months. L.D. Wenger's project management and professionalism were appreciated by Pathmark's construction and operation management. Tliaiik you once again for a job well done. Very truly yours, n David N. Kelly Sr. VP Store Engineering & Purchasing DNK:lb S. Dave hc!l\LD %Vem_er-Bechpg.loc PERGAMENT May 7, 2004 Re: Pathmark Supennarket at 3901 Hempstead Turnpike, Bethpage, New York During our conversation today, you mentioned of hearing rumors that Pergament was unhappy with Wenger Construction and their field superiisor, Jonathan. Scharf. I do not know where these rumors came from, but I would like to set the record straight. Both Wenger Construction and Jonathan Scharf performed hat work in a diligent and professional manner given the fact that we commenced construction before Pathmark had approved the final plans, which caused numerous change orders and delays. However, these delays were not caused by either Wenger or Jonathan Scharf, but on the contrary, they werr instrumental in working around the plan delays and completed :he job. They are on my "Bid List" for future jobs! As I mentioned to you during our convcrsation, I have learned a ver; valuable lesson when it comes to construction; do not put a shovel in the ground until the plans are complete and all parties have signed off each and every page. If you do, I can guarantee it will cost you big time! I hope this clears any misunderstandings; however, if you need to speak with me, I am always available. Very truly, A P�/ C:7 Max Brittain Vic-- President CC: David W cngcr 1500 Old Northers Boulevard - Roslyn, New York 11576-1126 516.48.1.SSC0 - fax: 516.48-.9170 - e-mail: info@per?arrentpropetties.com VVA PROJECT MANAGERS & CONSULTANTS January 20, 2005 Mr. David Wenger L.D. Wenger Construction Co., Inc. 770 Railroad Avenue West Babylon, N.Y. 11704 Re: West Islip Public Library Dear David, I wish to express my appreciation to you and your staff for the coordinated and expeditious performance in the completion of the renovation and addition of the West Islip Public Library. The workmanship executed by your firm and your professional attention were essential in keeping the project on track, coordinated and a success to the community. It was a pleasure working with you on this project and I look forward to working with you in the future. truly yours, c Invip4i. Schneider, P.E. VV:: LLC 117 EAST 3157 STREET NEW YORK NY 10016 7NONe 212 576 3400 FAX 212 447 9051 wea WWW.VVAINC.COM VVA PROJECT MANAGERS & CONSULTANTS January 20, 2005 Mr. David Wenger L.D. Wenger Construction Co., Inc. 770 Railroad Avenue West Babylon, N.Y. 11704 Re: Babylon Public Library Dear David, I am pleased to commend you on your progress, thus far, on the referenced project. You have again proven the importance of attaining a Contractor with a firm grasp and knowledge needed to reliably expedite the projects progress. Keep up the good work and we will have another successful completed project. V ' ruly yours, Irwin H. Schneider, P.E. VVA, LLC 117 EAST 31ST STREET NEW YORK NY 10016 PHONE 212 576 8400 Pix 212 447 9051 w¢a WWW.VVAINC.COM • Ll Ll :7 7 u • 0 S. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Individual's Name -P4✓10 W&Ve''r-'e icKG�-Ac.`T Present Position Years of Of Office Experience Type of Work For Which In What /JResponsi%ble Capacity C 0 G �74e�-yam �✓LS �C CLQ 61 Ale r� 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? ye -r5 10. Bank References: `? S ON 11. Trade Association Membership:: 6;5v1i1W— Lt -pi le, 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? 0 O QS -3 • 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. • • • • STATE OF T 'Y'Z3 A- K ) COUNTY OF SO f - f(, L* ) 'Qtr3,, Q WIS4c FA being duly sworn deposes and says that he is the of L,p, WWAi?V\ 0N9-VVJMvN contractor and that answers to the foregoing questions and all statements therein contained are true and correct. • X ignature of person who Signe id) • Sworn to before me this qday of KIIA, 200f Notary Public Q Commission Expiration Date. 7— Claire A. Shanley Notary Public, Saat9 of NewYork No. 01 SH3 :'117 Qualified in Sufl:,+k County 0 Commission Expires July 30,. 4 ANDREW S. POSSES CERTIFIED PUBLIC ACCOUNTANT P.C. 100 Merrick Road • Suite 400 West • Rockville Centre • NY 11570 (516) 764-4002 • Fax: (516) 764-4324 • E-mail: ASPCPA@AOL.COM To The Stockholders L.D. Wenger Construction Co., Inc. (An S Corporation) West Babylon, New York I have reviewed the accompanying balance sheet of L.D. Wenger Construction Co., Inc. at December 31, 2004 and the related statements of income and retained earnings and cash flows for the year then ended, in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. All information included in these financial statements is the representation of the management of L.D. Wenger Construction Co., Inc. A review consists principally of inquiries of Company personnel and analytical procedures applied to financial data. It is substantially less in scope than an audit in accordance with generally accepted auditing standards, the objective of which is the expression of an opinion regarding the financial statements taken as a whole. Accordingly, I do not express such an opinion. Based on my review, I am not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with generally accepted accounting principles. Rockville Centre, New York January 20, 2005 —1— Cu - C -PA P ANDREW S. POSSES, CPA, P.C. ...._.--LD. WENGEN N DE CURRENT ASSETS: wVMay - - EMBER 31, 2004 #.. ;L ASSETS Cash $ 900,069 Accounts receivable 569,223 Costs and estimated earnings in excess of billings on uncompleted contracts 355,249 Prepaid expenses and other current assets , 85,130 Total Current Assets 1,909,671 PROPERTY AND EQUIPMENT 80,497 See accountant's review report and notes to financial statements. —2— ."'"i .s" L.D. WENGER CONSTRUCTION CO., INC. (AN S CORPORATION) BALANCE SHEET DECEMBER 31, 2004 LIABILITIES AND STOCKHOLDERS' EQUITY CURRENT LIABILITIES: Note payable -bank $ 25,000 Accounts payable 621,120 Income taxes payable- current 8,133 - deferred 1,801 Accrued expenses and other current liabilities 13,816 Total Current Liabilities 669,870 STOCKHOLDERS' EQUITY: Common stock - no par value; 200 shares authorized; 100 shares issued and outstanding 25,000 Additional paid -in capital 245,925 Retained earnings 1,049,373 Total Stockholders' Equity 1,320,298 See accountant's review report and notes to financial statements. —3— • Town of Southold TRANSFER STATION AND RESIDENTIAL DROP-OFF PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY ! ! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. • Please DO NOT remove any pages from this bid package! ! ! Thank you! • • 0 Proposal Package 1 of 22 0 • • • • BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. ❑ A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. ❑ Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for Informational purposes, and will be signed by the successful bidder after: award of the ,contract. • 0 [] [7 0 Proposal Package 2 of 22 VENDOR NAME: C C VENDOR INFORMATION SHEET • TYPE OF ENTITY:CORP. X PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: 1 - 2- OR OR SOCIAL SECURITY #: • DATE OF ORGANIZATION: 19(0? IF APPLICABLE: DATE FILED: jg U STATE FILED: • If a non -publicly owned Corporation: _ (_- CORPORATION NAME:�� EIe(if ( Gj ✓i� LIST PRINCIPAL STOCKHOLDERS: (5% of'outstanding shares) • CLA&eU-�- Civ LIST OFFICERS AND DIRECTORS: NAME TITLE • C] If a partnership: • PARTNERSHIP N LIST PARTNERS NAMES: • • 9 Proposal Package 3 of 22 • • • [I • KI • • ADDRESS RECORD FORM MAIL BID TO: , VENDOR NAME:p\S ADDRESS: �� 17� S�tl�k �oQ.VI GVeAnujue— TELEPHONE.—M FAX: tj-: i, o� E-MAIL: S C y--� C I�}I Q C. C n'1 if different - 1. PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: COY if different - M&M „PAYMYNT TO: ADDRESS: CONTACT: E-MAIL: AX: -MAIL: 0 Proposal Package 4 of 22 VENDOR NAME: ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York eneral business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) i INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached M i I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCESUALL DISQUALIFY BIDDER. AUTH RIZED SI(q NATURE • vv, - r -I 0 Proposal Package 5 of 22 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) • and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. • 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project • and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. • The person sigmn s bid, under the penalties of perjury, affirms the truth thereof. Signature &(1 _,m(pany Position \ ], /� ►`� ±� LSF�\Q11A-�� i ZS (�11�i� 1 N T Y: °t 0 DA Type Name & Company Position o\arks ecr �r, . ter, , ( d ompany Name NOTARV PLWIC SWORN TO BEFORE ME THIS L-a�-,0 � Date Signed 1 21 Ao Federal I.D. Number Noti=- : a �� )f ' ew York C OoK s-ouilty Conllrws:sv.-)n txoires / 20W 0 Proposal Package 6 of 22 'I • VENDOR NAME: VENDOR ADDRESS: IB u-rLIh AAnwe, • ee�r TELEPHONE NUMBER: FAX: 1031 -Dgoi- �3 The undersigned bidder has carefully examined the Contract Documents and will provide all • necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. • If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • 3 at 0S 2 3 n5 • �_&J70 Proposal Package 7 of 22 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION itemized Proposal for: Town of Southold I KMe ar.,;aet Mn nn-arn 0 0 0 0 0 0 0 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 1 s and Mobilization General ConZA 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (500/6) upon complete mobilization to the site. b. Twenty Five Percent (259/6) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demol' ion - Pavement Surfaces 184,000 SF for SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this item is the cost of sawcutting the existing asphalt roadways. 2. AN costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Nem. 3 Site 0 oiition - Concrete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Wails, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all tabor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Site Demolition - Buildings & Structures 1 LS for LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials; equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work acoordkV to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 Site Demolition - Site Features 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Nem. CONTINUED ON NEXT PAGE Proposal Package 8 of 22 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Prouosal for: Town of Southold LKMA Proiect No. 04-A5U_ 0 0 0 LI 0 0 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Building Relocation- Administration Building 1 LS for ,A/18 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building Rel�o/ ion - Scalehouse Building i LS for 1 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalshouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular Lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. a Site Exc�a/ ion & Grading 188,000 SF for /" /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All casts associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 8 Proposed Site Sanitary Systems 3 EA for�ZO /EA Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the. building. 2. AN costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate S se Material 124, 700 SF for11 /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN casts associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 11 Road System - Type 3 Asphalt Binder Course 124,700 SF for AJ4 /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrol ing of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for INS Item. CONTINUED ON NEXT PAGE Proposal Package 9 of 22 n u n u 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION kamized Pr000sei for: Town of Southoid I Klug Prninrt M^ ne-nnn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT SID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - T�yj 6F Asphalt Top Course 135,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofroiling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF for ^ N /LF �'� Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, fors, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Con .rete - 4" Sidewalk 6,815 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4° thick concrete walkway installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. AN oasts associated with layout, forwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15 SIM Concreted -6" Reinforced Concrete Slab l for /• I n /SF 1,725 SF Dollars Cents 1. Measurement and Payment The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab Installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - " Reinforced Concrete Slab 2,800 SF for SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab installed in designated loc:atahs, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. At costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price old for this Item. 17 Site Concrete -1" Reinforced Concrete Slab 2,160 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 1 W thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all tabor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit prIce bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 0 e 0 n L TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Prniar_f Nn ("M ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab with S ace Hardener 14,600 SF for At 18 /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab with surface hardener installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete -- Reinforced Structural 720 CY for A � A /CY Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete Installed, at the new Administration bulking, Weight Facility and Sdaies, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 Site Concrete - Prat Block Retaining Wall 400 EA for 7Aj/EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalshouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to storrnwater system. 2. AN costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit prise bid for this Nem. 21 Building - Transfer Station 20,400 SF Zatures for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, including all internal structures and systems including but not limited to, internal and exterior doors, 2-15'X20' milup doors, snowlice fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of budding, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Nem. 22 Building Structures - Home Exchange 480 SF for /SF Dollars Cents 1. Measurement and Payment The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, inducing all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures, all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Nem. 23 Building Str aures - Attendant Booth 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This Nem will include all utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems spedilied, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Nem. CONTINUED ON NEXT PAGE Proposal Package 11 of 22 i 0 0 0 I[] 0 0 i TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 500 Gallon Double Wail Above Ground Waste Oil 24 T k- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wail above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessaryto satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Site Drainage- Structures, Rings, Inlet Boxes, 25 vers and Grates 1 LS foreC /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included In the unit price bid for this Nem. SDrainage-18" Diameter HDPE Corrugated 26ite Drainage Pipe 1,600 LF for /LF Wars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE storrnwater pipe corrugated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 27 its Signage t LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 28 Line qViping - 4" Wide 13,000 LF for /LF Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 44nch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Stdoinc (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenance/protection of traffic during installation. Sits Fencing - W High Vinyl Coated Galvanized 28 Chain Link Fence and Gates 1,025 LF for_T /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double spring gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all tabor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE roposa ac age 12 o 22 a 0 i 0 r] 0 0 K-1 i TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemised Proposal for: Town of Southold LKMA Proiect No. 04.050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Site Fencing - 4' High Vinyl Coated Galvanized 30 Chaff Link Fence 530 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for /SF Dollars Cents 1. Measurenent and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 2596 shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA force/EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 34 Proposed Scale System- Weighbridge Furnished 2 EA nd Installed for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6" Bollards, Ste* Supporta & 20' High Pole 1 LS for S Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6" concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 13 of 22 n u L D r� u r1 LA n u L) 0 Ll TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04.050. (TEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 36 Steftelofitairs & Railing 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiatio Detection System 1 LS for_ /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouae staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 38 Methane Detection System 1 LS for tv la /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumish and install the methane detection system within the, scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, Inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 Scale Vi d o Monitoring System 1 LS for V /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this nem. 40 Gas ent Modification 1 LS for LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Con Tact Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 41 Domesticater Service - Complete 1A 1 LS for- /LS Dollars Cents 1. Measurement and. Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1"), and all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 14 of 22 0 • 11 0 r] r� u i TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pronnsal fnrw Tnwn of Southold r VUA Dr.,C—f N„ nA-nrn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Fire Suppression Water Well and Fire 42 Suppression Equipment- Complete LS for ' ,Vna /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the Construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. AN costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shaft be included in the unit price bid for this Item. e" Crushed Stone Pavement with Non- 44 Wo Filter Fabric 3,500 SF for _ASF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz non woven filter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 45 Comet Curb Stop 21 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measurment as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL IV 1 Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 15 of 22 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY 11 • Ell 41 0 0 • i CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04.050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY Al Modified Domestic We Service 3" SDR 9 HDPE 1 LS for LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (3"), distribution branch service piping (I"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A2 MetAl Canopy A 1,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. Ail costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A3 "I Canopy B 2,700 SF for N SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS Proposal Package 16 of 22 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. 11 u n u F_ r L ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Condi 'ons and Mobilization 1 LS for A A /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Se ice Connection at Main 1 LS for 1 0 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumb* ng- Transfer Station 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 17 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM I DESCRIPTION OF ITEM ESTIMATE[ NO. (Fill in Unit Price Written in Word I QUANTITY 5 1 Interior Plumbing- Weigh Facility 1 for ``�� /LS UNIT JUNITPRICEBID1 EXTENDED AMOU BID LS Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plu bing- Employee Trailer 1 LS for /LS Dollars Cents TOTAL 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Dollars WRITTEN IN WORDS Cents NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. • n u n u a Proposal Package 18 of 22 0 0 A r_1 LA 0 r r TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS forTwE� o,Ne`i•hovscM +hr+tlwrdrnd t ---- �0 i Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet -all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS fo7u�i�1I �j 11j() c �y t/��yiuc'it.lt�0.b�il Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station — Interior Electric 1 LS1 for IP 1�&)oJu Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system; interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 • 0 u r• r r TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Administration Building Electric 1 LS te�tt__ ��yy�� s/ a00 for�tJE.�n[�►1Scf1a -iiu c1T�Y`C���id---ft.�S Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Home Exchange Electric 1 LS fo&_dkevaf�I-4iN ehC*'1L � IIP+il..9� t C� �} O� f t v ,�1J G� cX' (30 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Site Lighting 25 EA fo�,� 11 XtiWlet✓ sn1 +ei i'1'f�l � � 'i -W c� --- /�, � I `� 1 �i , � y a�' Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting for Ci Oil LS 1 LS � V � l � ©� 1 4 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. u CONTINUED ON NEXT PAGE 0 Proposal Package 20 of 22 F • J • u r r TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault 1 LS 7 Dollars 14entsl 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric ' 'hydill 1 LS Q' fo SIK, Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergency Generator Electric fo 91 1 LS �p r Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as.directed by the Engineer shall be included in the price bid for this Item. r - TOTAL rn� r I--�....__ � Do rs I Cents � WRITTEN IN WORDS J NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. • Proposal Package 21 of 22 11 AUTHORIZED SIGN PRINT NAME TITLE k n -� DATE-- c1 05 ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: 5 On the �, day of Y�� in the year 2094efore me, the undersigned, personally appeared, 51�nn_ L Pa.l� , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within is instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. • Ll NANCY PETRA.C, IA Notary P,-,Uic, State of New York F`'rr4'.5 =597 QUallfi,: in Suffolk County Commission Expires l • Proposal Package 22 of 22 • Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: Q0't\-k e4k}.- C Corporation _ A Partnership or Entity • FIRM NAME q�a� C �'�PI�i (rte ��1C ' An Individual PRINCIPAL OFFICE: ` n PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE h`PMVadkhkkX1c L�Am 6'�C / kae�L6 1. How many years has your organization been in business under its present business name? • airs. 2. You normally perform what percent of the work with your own forces? % List trades that you organization normally performs below: �=1 e e A-V � C�w 3. Have you ever failed to complete any work awarded to you? A -Q—. If so, note where and • why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding • against your firm or its officers? If yes, please provide details. fY u L 0 QS -1 • 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. • �V 0 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion • se- 'C a- �Cxu\ne� . 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work • • • QS -2 • �m LM experience of the principal individuals of your organization cipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when • required and complete the work within the Contract Time? +� S 10. Bank References: —rh t- / v e Lk.) • J q � � `fie � Pa.-� k C'(,��--� • �,-34 11. Trade Association Membership: • 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? • IV o • 0 QS-3 • 13. Attach current state of financial conditions showing assets, liabilities and net worth. • Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may'result in rejection of the Bidder's Proposal. U 11 • • C • • • STATE OF ) COUNTY OF being duly sworn deposes and says that he is the 4 re, S of`S e i` contractor and that answers to the foregoing questions and all statements therein contained are true and correct. ( ignature of person who signed bid) Sworn to before me this Notary Publi Commission _ day of (, 200 I 0 QS -4 x,11`• ,. 'cuk n,,�� y Ct. CONTRACT AGREEMENT • THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). • WITNESSETH: That for and in consideration of the premises and the agreements herein contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of • Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part • hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract • Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall • not be entitled to receive any additional or further sums of money than the amounts in said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. • 0 A-1 • Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. • Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. • Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. • The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. • Total Bid Dollars Written in Words • Written in Figures TOWN OF SOUTHOLD CONTRACTOR • BY Joshua Y Horton, Supervisor • BY Town Attorney • • BY TITLE (CORPORATE SEAL) 0 A-2 17, • ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signatures) on • the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. • • STATE OF NEW YORK, COUNTY OF NOTARY PUBLIC On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. . NOTARY PUBLIC • 0 A-3 • ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) • Date: Company Name: Contact Name: • Fax No.: Telephone No.: • • • • • u • Q-1 i Roland's Electric, Inc. ,Clcarsed Flectrlcal C'omtractors Est. 1953 CURRENT PROJECTS UNDER CONSTRUCTION o: ia3_eCi�r� 307 SUBURBAN AVENUE DEER PARK, NEW YORK 11729 TELEPHONE (631) 242-8080 FAX (631) 242.6392 www.rolandselectric.com PROJECT LOCATION: North Shore University Hospital, Data Center UPS Upgrade 972 Brush Hollow Road, Westbury PROJECT DESCRIPTION: Upgrade data center power system APPROXIMATE VALUE: $700,000.00 ARCHITECT: Johnson Control Power Technologies CONTRACT WITH: North Shore Long Island Jewish Health Systems CONTACT & PHONE #: Mike Chester @ NSUH - (511) 465-3128 PROJECT LOCATION: Bethpage Union Free School District Bethpage High School PROJECT DESCRIPTION: Interior Renovations & Site Improvements APPROXIMATE VALUE: $1,492,219.99 ARCHITECT: Lucchesi Engineering PC / School Construction Consultants Inc. CONTRACT WITH: Bethpage UFSD CONTACT & PHONE #: Scott DiBerardino @ 631-669-0693 / Paul Adamo @ 631-567-0200 PROJECT LOCATION PROJECT DESCRIPTION APPROXIMATE VALUE: ARCHITECT: CONTRACT WITH: CONTACT & PHONE #: Franklin General Hospital Fire Alarm 900 Franklin Ave., Valley Stream, NY Fire Alarm System $939,295.00 Lizardos Engineering North Shore Long Island Jewish Health Systems Mario Tinis @ 516-484-1020 PROJECT LOCATION: Suffolk County Department of Public Work, Skilled Nursing Facility Yaphank Avenue, Yaphank, New York 11980 PROJECT DESCRIPTION: Improvements to New Skilled Nursing Facility APPROXIMATE VALUE: $599,585.00 ARCHITECT: Lizardos Engineering, 200 Old Country Road, Suite 670, Mineola, NY 11501 CONTRACT WITH: SCDPW, 335 Yaphank Avenue, Yaphank, NY 11980 CONTACT & PHONE #: Tom LaGuardia, SCDPW - 631-852-4226 PROJECT LOCATION: Sachem Public Library Interior Renovation Holbrook, NY PROJECT DESCRIPTION: Interior Renovation APPROXIMATE VALUE: $183,733.00 ARCHITECT: Sachem Public Library CONTACT & PHONE #: Judy Willner, Director, Sachem Public Library @ 631-588-5024 ROLAND'S ELECTRIC, INC. CURRENT PROJECTS UNDER CONSTRUCTION PAGE 2 PROJECT LOCATION: Gold Coast Public Library Glen Head, NY PROJECT DESCRIPTION: Renovations APPROXIMATE VALUE: $115,602.00 ARCHITECT: Beatty, Harvey & Associates, LLP CONTACT & PHONE #: Triton Construction Co -Construction Manager Jeff Kaye @ 631-281-2820 PROJECT LOCATION PROJECT DESCRIPTION APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: Henry Schein, Inc. Melville, NY Fire Alarm System $204,695.00 Gerner Kronick & Valcarcel, PC We're Associates, Paul Brockwell 516-931-5322 PROJECT LOCATION: King Kullen East Setauket PROJECT LOCATION PROJECT DESCRIPTION APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: Bed Bath & Beyond West Babylon, NY Tenant Improvements $428,800.00 Greenberg Farrow Architects March Associates 973-904-0213 PROJECT LOCATION: NSUH - Tower Emergency Power Upgrade Manhasset, NY PROJECT DESCRIPTION: Installation of 2.2 megawatt generator and seventeen automatic transfer switches APPROXIMATE VALUE: $3,500,000.00 ARCHITECT: Lizardos Engineering CONTACT & PHONE #: North Shore Hospital, Jim Schneider 516-562-1398 Glen Head, NY PROJECT DESCRIPTION: New construction APPROXIMATE VALUE: $1,062,000.00 ARCHITECT: Lind Design CONTACT & PHONE #: THC Realty Development LP, Stan Mitchell, (516) 349-0888 PROJECT LOCATION PROJECT DESCRIPTION APPROXIMATE VALUE: ARCHITECT: CONTACT & PHONE #: Bed Bath & Beyond West Babylon, NY Tenant Improvements $428,800.00 Greenberg Farrow Architects March Associates 973-904-0213 PROJECT LOCATION: NSUH - Tower Emergency Power Upgrade Manhasset, NY PROJECT DESCRIPTION: Installation of 2.2 megawatt generator and seventeen automatic transfer switches APPROXIMATE VALUE: $3,500,000.00 ARCHITECT: Lizardos Engineering CONTACT & PHONE #: North Shore Hospital, Jim Schneider 516-562-1398 Roland's Electric, Inc. .Gremsed electrical Coirtractors Est. 1953 COMPLETED PROJECTS o .. ;\ 307 SUBURBAN AVENUE DEER PARK, NEW YORK 11729 TELEPHONE (631) 242-8080 FAX (631) 242-6392 www.rolandselectric.com PROJECT LOCATION: Atlantic Beach Fire Rescue Headquarters — Atlantic Beach, NY ARCHITECT: H2M Group CONTRACT WITH: Atlantic Beach Fire Rescue AMOUNT: $200,000.00 CONTACT & PHONE #: Saverio Belfiore @ 631-756-8010 PROJECT LOCATION: Copiague Union Free School District — Copiague High School Site Lighting ARCHITECT: John A Grillo Architects CONTRACT WITH: Copiague UFSD AMOUNT: $238,647.00 PROJECT LOCATION: Middle Country Public Library, Eastwood Blvd, Centereach ARCHITECT: HHPA (Hardy, Holzman Pfeiffer Associates LLP) CONTRACT WITH: VVA Consultants AMOUNT: $637,000.00 CONTACT & PHONE #: Sail Van Nostrand @ VVA - (212) 447-5860 PROJECT LOCATION: Franklin Square UFSD - 3 School Project, Polk, Washington & John Street Schools ARCHITECT: Burton Behrendt & Smith CONTRACT WITH: Sullivan & Nickel AMOUNT: $1,946,715.00 total all 3 -schools CONTACT & PHONE #: Richard Gleckler @ Sullivan & Nickel - (63 1) PROJECT LOCATION: ARCHITECT: CONTRACT WITH: AMOUNT: CONTACT & PHONE # LA Fitness — Farmingdale, NY B.L. Companies E.W. Howell $550,000.00 Alexis Lisi @ 516-921-7100 PROJECT LOCATION: King Kullen #46, Bethpage 1298 Broadway, Bethpage PROJECT DESCRIPTION: Supermarket Renovation APPROXIMATE VALUE: $443,562.00 ARCHITECT: Schaardt & Fullan CONTRACT WITH: THC Realty Development LP CONTACT & PHONE #: Stanley Mitchell @ THC Realty Development 516-349-0888 ROLAND'S ELECTRIC, INC. COMPLETED PROJECTS PAGE 2 PROJECT LOCATION PROJECT DESCRIPTION APPROXIMATE VALUE: ARCHITECT: CONTRACT WITH: CONTACT & PHONE #: Staples Oceanside 3600 Long Beach Rd., Oceanside, NY New Store $273,000.00 Angelo Corva C & G Developers Burt Selig @ C&G Developers 516-561-9500 PROJECT LOCATION: Forest Labs 500 Commack Road, Commack, NY 11725 PROJECT DESCRIPTION: 105,000 square foot pharmaceutical manufacturing and development building. APPROXIMATE VALUE: $3,606,724.00 ARCHITECT: King Lindquist CONTRACT WITH: Barney Skanska, Inc. CONTACT & PHONE #: Michael Creighton @ Barney Skanska (631) 864-4935 / 212-301-0200 PROJECT LOCATION: Canon USA 4 Ohio PROJECT LOCATION: St. Francis Hospital 100 Port Washington Blvd., Roslyn, NY 11576 PROJECT DESCRIPTION: Renovation and upgrade of three (3) labs. APPROXIMATE VALUE: $430,000.00 ARCHITECT: S. DiGiacomo & Son, Inc. CONTRACT WITH: St. Francis Hospital CONTACT & PHONE #: Ray Liotti @ 516-562-6189 PROJECT LOCATION: Franklin Square Schools Franklin Square, NY 11010 PROJECT DESCRIPTION: Renovation of three (3) schools APPROXIMATE VALUE: $500,000.00 ARCHITECT: Burton, Behrendt & Smith CONTRACT WITH: Franklin Square Schools CONTACT & PHONE #: Michael Tresca @ 631-475-0349 PROJECT LOCATION: Winthrop Hospital EP Lab Mineola, NY PROJECT DESCRIPTION: Construction of single plan for operating room. APPROXIMATE VALUE: $200,000.00 CONTRACT WITH: Axis Construction CONTACT & PHONE #: Joseph Petillo @ 631243-5973 Lake Success, NY PROJECT DESCRIPTION: New Construction APPROXIMATE VALUE: $1,200,000.00 ARCHITECT: EGA Architects CONTRACT WITH: Canon USA CONTACT & PHONE #: George Lavas @ 328-5075 PROJECT LOCATION: St. Francis Hospital 100 Port Washington Blvd., Roslyn, NY 11576 PROJECT DESCRIPTION: Renovation and upgrade of three (3) labs. APPROXIMATE VALUE: $430,000.00 ARCHITECT: S. DiGiacomo & Son, Inc. CONTRACT WITH: St. Francis Hospital CONTACT & PHONE #: Ray Liotti @ 516-562-6189 PROJECT LOCATION: Franklin Square Schools Franklin Square, NY 11010 PROJECT DESCRIPTION: Renovation of three (3) schools APPROXIMATE VALUE: $500,000.00 ARCHITECT: Burton, Behrendt & Smith CONTRACT WITH: Franklin Square Schools CONTACT & PHONE #: Michael Tresca @ 631-475-0349 PROJECT LOCATION: Winthrop Hospital EP Lab Mineola, NY PROJECT DESCRIPTION: Construction of single plan for operating room. APPROXIMATE VALUE: $200,000.00 CONTRACT WITH: Axis Construction CONTACT & PHONE #: Joseph Petillo @ 631243-5973 ROLAND'S ELECTRIC, INC. COMPLETED PROJECTS PAGE 3 PROJECT LOCATION: Port Washington Water District Port Washington, NY PROJECT DESCRIPTION: Installation of new 3000A paneling switchboard for the Neulist Avenue station. APPROXIMATE VALUE: $275,000.00 ARCHITECT: Dvirica & Bartilucci, Michael Nueberger @ 516-364-9890 CONTRACT WITH: Port Washington Water District CONTACT & PHONE #: Italo Vacchio @ 516-767-0171 PROJECT LOCATION PROJECT DESCRIPTION APPROXIMATE VALUE: CONTRACT WITH: CONTACT & PHONE #: Express Smithaven Mall Renovation of existing store 13,750 square feet. $170,000.00 Valco Associates Bill Starr @ 717-295-0895 Roland's Electric, Inc. ,Ckeased Electrical 6ofrtractors Est. 1953 EXECUTIVE / EMPLOYEE PROFILE STEPHEN CADIEUX - PRESIDENT 307 SUBURBAN AVENUE DEER PARK, NEW YORK 11729 TELEPHONE (631) 242-8080 FAX (631) 242-6392 www.rolandselectric.com 35 years experience in the electrical contracting industry. Responsibilities with Roland's Electric include but are not limited to all facets of management, bidding, supervision and project management. ROBERT MAUCHAN - VICE PRESIDENT 33 years experience in the electrical contracting industry with Roland's Electric. Responsibilities include but are not limited to all facets of management, bidding, supervision and project maintenance. LISA D. KILTHAU - CORPORATE SECRETARY / TREASURER, CONTROLLER 21 years experience with Roland's Electric with responsibilities including but not limited to supervision of the entire Accounting Department, all banking functions, cash flow analysis, P/L analysis, G/L through trial balance, sales tax and quarterly payroll tax reporting. Overall 24 years of experience in accounting field. ROBERT BIELAWSKI - ASST. VICE PRESIDENT 26 years experience in the electrical contracting industry with Roland's Electric. Responsibilities including but not limited to supervision, estimating and project maintenance. JEFFREY H. WEINER - CHIEF ESTIMATOR 33 years experience in the electrical contracting field. Responsibilities with Roland's Electric include but are not limited to maintaining and controlling incoming projects for bid, estimating and project maintenance. JUSTIN GALLO — ESTIMATOR / PROJECT MANAGER 17 years experience in the electrical field including estimating and project management. JOSEPH CLARK — ESTIMATOR / PROJECT MANAGER 9 years experience in the electrical field including estimating and project management. EDWARD ROWLES - ESTIMATOR / PROJECT MANAGER 16 years experience in the electrical contracting field including estimating, project maintenance, as well as prior project management. Ll Town of Southold TRANSFER STATION AND RESIDENTIAL DROP-OFF PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE ! ! ! : VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY ! ! (Do Not Sign the Contract Agreement. Itis included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. 0 Please DO NOT remove any pages from this bid package ! ! ! Thank you! • 0 0 Proposal Package 1 of 22 J BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. Notarized Affidavit of Non -Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. � Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement: It is included only for informational purposes, and will be signed by the successful bidder after award of the ,contract. • • Proposal Package 2 of 22 • VENDOR NAME: oufx- L ra-y. VENDOR INFORMATION SHEET • TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: u IVY IF APPLICABLE: DATE FILED: yAil" • STATE FILED: /V `� — V • If a non -publicly owned Corporation: CORPORATION NAME:h¢c-�!' LIST PRINCIPAL TOCKHOLDERS: (5% of outstanding shares) . -76 X • (o T. rC.4s.�0 .2y Yo • LIST OFFICERS AND DIRECTORS: NAME TITLE If a partnership: • PARTNERSHIP NAME: LIST PARTNERS NAMES: J Proposal Package 3 of 22 ADDRESS RECORD FORM MAIL BID TO: / VENDOR NAME: ate.. .6�-74, i Ca7e- ADDRESS: In l� �I IS&," A -e CONTACT:+1•d TELEPHONE: 7,4 7— FAX: ��' 7. 073, E-MAIL: - - � •0-,L �•t o Oc .,•; - L .. ,v�.f ONLY if different - M- AIL PURCHASE ORDER TO: ADDRESS: 0 TELEPHONE: FAX: CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: FAX: CONTACT: E-MAIL: • C: 0 Proposal Package 4 of 22 VENDOR NAME: ASSUMED NAME CERTIFICATION If the business is conducted under an assumed name, a copy of the certificate required to be filed under the NewYorkgeneral business law must be attached. ASSUMED NAME: • If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • • INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid ❑ Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. A ORIZED SIGNATURE Ll n 0 Proposal Package 5 of 22 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. 46.Ja.� ,4�0. WiWurqyCompany Position � ,'t Fir.,/ J.- 0, rU Type Name & Company Position 6 (A4*.> Affle,4 Z . Company Name Date Signed //5/711 Federal I.D. Number SWORN TO BEFORE ME THIS NOTARY: DAY OF %/ , 20 0� 7:Z NOTr PUBLIC L OR brk QlMlii►ed in Sift C9 ",,11,20U Proposal Package 6 of 22 • PROPOSAL FORM TRANSFER STATION AND RESIDENTIAL DROP-OFF DESIGN VENDOR NAME: 0611e- -0-0b.- I -P -C' 41 ` VENDOR ADDRESS: 9 l �- TELEPHONE NUMBER: lb 3l FAX: 1,63,— 073/ The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. • If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): • Addendum No. Dated -Amy Lo"� I If �. ?9 as 6 4117010s ,3Lq 0 Proposal Package 7 of 22 0 L1 • `J n U TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold f KMe arniarf Nn na.nGn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Site Demolition - Concrete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wail Blocks, Removal of all concrete associated with the existing Scelshouse and Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. 4 Site Demolition - Buildings & Structures 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as spedfied, and shown on the Contract Drawings and approved by the Engineer. 2. AD costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the pians, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 Site Demolition - Site Features 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Wails, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 8 of 22 0 � 1 0 n lJ r� L TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold LKMA Prnipnt Nn_ nd.nsn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Building Relocation - Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Wails, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building Relocation - Scalehouse Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any strictures, miscellaneous demolition, excavation and removal, disposal fees, aN labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the reirmition of the scalshouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. a Site Excavation & Grading 186,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All exists associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 9 Proposed Site Sanitary Systems 3 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the buikNng. 2. AN costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate Subbase Material 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 11 Road System - Type 3 Asphalt Binder Course 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. CONTINUED ON NEXT PAGE Proposal Package 9 of 22 411 • n u 9 11 0 0 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall. receive the unit bid price for each square foot of asphalt paving type BF asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proof rolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - 4" Sidewalk 6,815 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4" thick concrete walkway installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materiels, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15 Site Concrete - 6" Reinforced Concrete Slab 1,725 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab Installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF for rSF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab installed in designated kncations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this Rem. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 • a TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050. ITEM NO. DESCRIPTION OF ITEM (Fill in Unit Price Written in Words) ESTIMATED QUANTITY UNIT UNIT PRICE BID EXTENDED AMOUNT BID Site Concrete -10" Reinforced Concrete Slab 18 with Surface Hardener 14 600 ' SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with hardener installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily c the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 1 Site Concrete - Reinforced Structural 1 720 1 CY for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment ar incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. • 20 Site Concrete - Precast Block Retaining Wall 400 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalshouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwater system. 2. AN costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the pians,. specifications and/or as directed by the Engineer shall be included in the unit price bid for this Nem. 21 Buckling Structures - Transfer Station 20,400 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, Including all internal structures and systems including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snow/ice fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. I 22 j BuBding Structures - Home Exchange j 480 I SF Ifor /SF 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered budding constructed, inckxkng all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures, all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work accordli g to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 23 Building Structures - Attendant Booth 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This item will include al utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. CONTINUED ON NEXT PAGE Proposal Package 11 of 22 0 U1. 0 0 0 • 0 40 U TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil Tank- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Site Drainage- Structures, Rings, Inlet Boxes, 25 Covers and Grates 1 LS for ILS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. Site Drainage -18" Diameter HDPE Corrugated 26 Drainage Pipe 1,600 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE stormwater pipe - comhgated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item: 27 Site Signage 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satsfactoriy complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this nem. 28 Line striping - 4" Wide 13,000 LF for /LF Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 4 -inch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer wfil be made by the following method: Plan Width of Strioinc (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenance/protection of traffic during installation. 29 Site Fencing - 6' High Vinyl Coated Galvanized 1,025 LF Chain Link Fence and Gates for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 8' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 12 O 22 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold I KMA Or-.--* NI.. ne_nen a 0 0 to `i L 0 0 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized Chain Link Fence 530 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous One grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass appro>amately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished and Installed 2 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6" Bollards, Steel Supports & 20' High Pole 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Nem. CONTINUED ON NEXT PAGE Proposal Package 13 of 22 0 a • • 0 0 0 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill In Unit Price Written in Words) QUANTITY 36 Steel Stairs & Railing 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiation Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 38 Methane Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 Scale Video Monitoring System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satfsfadorify complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 40 Gas Vent Modification 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. AN costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 41 Domestic Water Service - Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 14 of 22 s s 0 I, J to 0 K] luj 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKUA Prniar_f Nn nA-n-Rn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire Suppression Equipment- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a fire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in Its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6" Crushed Storm Pavement with Noir Woven Filter Fabric 3,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz non woven fiher fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily Complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this hem. 45 Conrete Curb Stop 21 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop Installed and measured by field measurment as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 15 of 22 f 0 0 i El i 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for- Town of Southold 1 tcius Prnier4 Nn nd_nrn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY Al Modified Domestic Water Service 3" SDR 9 HDPE 1 LS for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (3% distribution branch service piping (1 "), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A2 Metal Canopy A 1,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A3 Metal Canopy B 2,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. TOTAL Dollars Cents WRITTEN IN WORDS Proposal Package 16 of 22 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. t ITEM DESCRIPTION OF ITEM ESTIMATED I UNIT PRICE BID EXTENDED NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 I General Conditions and Mobilization 1 1 1 LS a i for I 1 /LS I I I Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; • a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 1 Proposed Water Service Connection at Main 1 1 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 j interior Plumbing- Transfer Station 1 1 1 LS Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer sta as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 1 Interior Plumbing- Administration Building 1 1 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administratior building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. • CONTINUED ON NEXT PAGE 7 Proposal Package 17 of 22 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. • r F_ L. r r - L F, L ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. r] F-] L n L Proposal Package 18 of 22 i J A 0 n TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM . DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS f,.. -•ca . SC qq goo �o for F /LS ' Dollars Cents sm .0-6 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet -all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS Ll s, 00 # x for . ,J /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie into LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station - Interior Electric -S 1 LS 0-0 for 3q 0 L4D q .00 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for 415101400 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM NO. 5 6 (Fill in DESCRIPTION Price Written Words) I QUANTITY TEM ESTIMATED I UNIT I UNIT PRICE BIDI EXTENDED AMOUNT I BID Administration Building Electric I LS for 41.9 11 •5. oo /LS Dollars Cents I I I I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. Home Exchange Electric I 1 LS for &g ?01.0-(00 /LS I# 2/32.(# , an Dollars Cents I 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Site Lighting 25 EA for 3, I t I . Ste - /EA Dollars Cents x77 -_ Fq, ©v 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new servioe'runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 8 Exterior Building Lighting t LS for 2, OW • Oa !LS Dollars Cents 1. MeasurernWand Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 20 of 22 • 7 r-) • • n TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS � siS • rrD for Jr 75.013 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault 1 LS db • 60 for It II , 100.co/LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS N �(� X23 . as I for � '1 r W-00 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit,' provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergency Generator Electric 1 LS 2cSD , d'O for 15 5, a00.cx:> /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated'with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide tempbrary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL-fWn Ayndkrecl -ruj It l Six -r6,25" 4,tnAre- i l we Tl-re #22�� � 23 0 Dollars Cents I WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. • Proposal Package 21 of 22 AUTHORIZED SIGNATURE GY PRINT NAME TITLE DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ss.: On the ay of /moi in the year 2 /before me, the undersigned, personally appeared, ,�, r - Cc . r , personally own to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. • NOTARY PUBLIC N" � Wk o 011 , Sttos courty covwf .aon expmw May Is, 204(p • 0 Proposal Package 22 of 22 • Town of Southold BIDDER'S QUALIFICATION STATEMENT • The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories /hereinafter made. SUBMITTED BY: / / A Partnership or Entity C� • FIRM NAME: (st ����-J L l An Individual PRINCIPAL OFFICE: • PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE lta- dv. 11 u�. Z 1. How many years has your organization been in business under its present business4ame. 2. You normally perform what percent of the work with your own. forces? 19-r % List trades that you organization normally. performs below: • t1,,,4, c W Co-,, 'J 3. Have you ever failed to complete any work awarded to you? 1,16 If so, note where and • why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding • against your firm or its officers? If yes, please provide details. • 0 QS-1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. /te//d 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion L4 I2��S�•sv 11710 TLl�Yrl(tit )6- 531_WOL' i.�y-tl�nrtF M� �r'"�u- S3�-ir�� 3i�,9�s.eti L • 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work • 1 L0 C kw T 4i1,S"b-o )444 164 713 -`j00 • �ful tii (tSScrV 3 g�L� 2io (05-0 .Cin % �a X19 OwMO 4v - 324 -30-il j S31 ocz, 6D 166 0 • • PR'%�W'JT �o321 � 4 4 -N )1Y6'6c r&9,0 • QS -2 • S. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): • Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Capacity -T • 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when • required and complete the work within the Contract Time? 10. Bank References: • 11. Trade Association Membership: yrl/`�-►— • 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? • 0 QS -3 r_1 0 n 1-1 n u 0 0 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. Joct---J- STATE OF �% y COU/NTY/ OF 5u1,nJp ! k- ) d✓ e ?— Dt U n dr O being duly sworn deposes and says that he is the of C) c_Q_� z C�?contractor and that answers to the foregoing questions and all statements therein contained ar e and correct. ( ign tur of person who signed bid) Notary Public VIRGINIA State Of Now York No. 01HE4858876, Suffolk Coun ✓j �) . Commission Expires May 18, u Sworn to before me this /%" day of 200 Notary Public Commission Expiration Date: • CONTRACT AGREEMENT • THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). • WITNESSETH: That for and in consideration of the premises and the agreements herein contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, • tools, and implements and will well and faithfully perform and complete the entire work- of orkof constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of • Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part • hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract • Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall • not be entitled to receive any additional or further sums of money than the amounts in said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. • A-1 • • Terms used in the Agreement which are defined in Article ] of the General Conditions shall have the meanings indicated in the General Conditions. • Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest guider any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. • Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor • and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. • Total Bid Dollars Written in Words • Written in Figures TOWN OF SOUTHOLD CONTRACTOR • BY BY Joshua Y Horton, Supervisor TITLE • BY Town Attorney • (CORPORATE SEAL) • A-2 • 0 • 0 • El • • • • C • ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC STATE OF NEW YORK, COUNTY OF On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC A-3 • ALL QUESTIONS PERTAINING TO THIS SOLI_CITATION • MUST BE SUBMITTED IN WRITING. (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) • Date: Company Name: Contact Name: ! Fax No.: Telephone No.: • Q-1 0 O Town of Southold • TRANSFER STATION AND RESIDENTIAL DROP-OFF [l PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE!H: !: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY ! ! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. r Please DO NOT remove any pages from this bid package ! ! ! Thank you! • • Proposal Package 1 of 22 G BIDDER'S CHECK LIST • lu, • 0 Proposal Package 2 of 22 Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. ❑ A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. ❑ Vendor Information Sheet and Address Record Form. • ❑ Assumed Name Certification. ❑ Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for Informational purposes, and will be signed by the successful bidder after award of the contract. • • lu, • 0 Proposal Package 2 of 22 � 11 VENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP.X PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: // a 7?57 OR SOCIAL SECURITY #: DATE OF ORGANIZATION:-�5- IF APPLICABLE: DATE FILED: STATE FILED: )�Ork • If a non -publicly owned Corporation: CORPORATION NAME: 7T, P Da lq k.<10.175,.7, LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) --S C)An RDGi1 7ZS-6 5d ht, P. i� �� ZTL �/,om� s 1 �✓ LIST OFFICERS AND DIRECTORS: NAME TITLE If a partnership: • PARTNERSHIP NAME: LIST PARTNERS NAMES: • • / iP GS,/re r 0 Proposal Package 3 of 22 • • ADDRESS RECORD FORM MAIL BID TO: ((�� VENDOR NAME: P V L' -A)4 ADDRESS: 7 � 39�q B co. �o�4 k _ve, -� Q � 1�- �I It 7oZ 9' CONTACT: l AoflgelS • TELEPHONE: FAX: t/ 3/ o2SY O��y E-MAIL: S ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: ONLY if different - • MAIL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: • • 0 9 Proposal Package 4 of 22 VENDOR NAME: P L/tS ASSUMED NAME CERTIFICATION • *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • • INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid Xr Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATtJRE • 1; 0 Proposal Package 5 of 22 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) • and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, • communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My, firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered,, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of • materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project • and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. • Signature & Company Position 720mos bale! _,�-cre�a��l Type Name & CompanyPosition r • S? all kF Somas T1�, Company Name �-20-o S Date Signed Federal I.D. Number 0 SWORN TO BEFORE ME THIS NOTARY: O DAY OF _2005 t 1 P LIC JOSEPH D ISANTI NarARy PUBLIC, STATE OF NEW YORK NO.4895682 LIN COMM FIS EkPMF-:S MAIN SUFFOLX YO28,107 Proposal Package 6 of 22 PROPOSAL FORM TRANSFER STATION AND RESIDENTIAL DROP-OFF DESIGN VENDOR NAME: VENDOR ADDRESS: 8SR 12coo k A-11 . pep` Pr-rli- �)/. /170?9 • TELEPHONE NUMBER: FAX: �3j Sydd�y The undersigned bidder has carefully examined the Contract Documents and will provide all • necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. • If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • ! 3-a 8 -os 3-aQ-os y -13-o5 • �l'oZU-aS Proposal Package 7 of 22 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY 1-1 0 V. 0 0 0 • 9 CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiact No. 0&050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written In Words) QUANTITY 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (250%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included In this item is the cost of sawcutting the existing asphalt roadways. 2. Ali costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. 3 Site Demolition - Concrete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Site Demolition - Buildings & Structures 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. Ali costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. 5 Site Demolition - Site Features 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rall fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All coats associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materiels, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. CONTINUED ON NEXT PAGE Proposal Package 8 of 22 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY 0 a 0 i� n u 9 n �J rI • CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) I QUANTITY 6 Building Relocation - Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. 7 Building Relocation - Scalehouse Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. a Site Excavation & Grading 188,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 9 Proposed Site Sanitary Systems 3 EA for /EA Dollars Cents I. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. All coats associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 10 Road System - Recycled Concrete Aggregate Subbase Material 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 11 Road System - Type 3 Asphalt Binder Course 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course Installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proof rolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. CONTINUED ON NEXT PAGE Proposal Package 9 of 22 E 0 0 [l `J 0 0 0 1r] TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Pmieet Nn_ na.n_art ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall. receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - 4" Sidewalk 6,815 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4" thick concrete walkway installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15 Site Concrete - 6" Reinforced Concrete Slab 1,725 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this Rem. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab Installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complet the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 0 U 0 0 s TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab with Surface Hardener 14,600 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with surface hardener installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complet the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete - Reinforced Structural 720 CY for /CY Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 Site Concrete - Precast Block Retaining Wall 400 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the walehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwater system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 21 Building Structures - Transfer Station 20,400 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, including all internal structures and systems including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snow/ice fence, and roof drains, as shorn on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures, all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 480 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 23 Building Structures - Attendant Booth 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This Rem will include all utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 11 of 22 r ' 0 • I1 u TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal far: Town of Southold r VRAA 0. -0 RA pawn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil Tank- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Site Drainage- Structures, Rings, Inlet Boxes, 25 Covers and Grates 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Ske Drainage -18° Diameter HDPE Corrugated 26 Drainage Pipe 1,600 ' LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE stormwater pipe - corrugated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 27 Site Signage 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 28 Line striping - 4" Wide 13,000 LF for__ JLF Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 4 -Inch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Striping (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenancelprotection of traffic during installation. 29 Site Fencing - W High Vinyl Coated Galvanized 1,025 LF Chain Link Fence and Gates for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 12o 22 F-1 Ll s U TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold I KMe Pr r# M- n -n�n ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized Chain Link Fence 530 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of SON prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 750/6 of the unit price bid for each square yard of seeding completed. The remaining 251/6 shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid strati include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished and Installed 2 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6" Bollards, Steel Supports & 20' High Pole 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 13 of 22 0 0 r� � I TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000aal for! Tnwn of Southold 1 k1UA 0—i—* Uu nA-nrn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Wards) QUANTITY 36 Steel Stairs & Railing 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiation Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouss staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 38 Methane Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 39 Scale Video Monitoring System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 40 Gas Vent Modification 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. AN cats associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 41 Domestic Water Service - Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1") and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. CONTINUED ON NEXT PAGE Proposal Package 14 of 22 r� �i 40 n u n �J rI 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal fnr! Town of Southold i VUA D ! f 1J^ ndncn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire Suppression Equipment- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a fire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the Construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6' Crushed Stone Pavement with Non- Woven Filter Fabric 3,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz non woven fitter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. 45 Conrete Curb Stop 21 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measurment as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 15 of 22 � � 0 0 1-1 u TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemi2ed Proposal for: Town of Southold i ICUA arninrf Nn nA-nrn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Al Modified Domestic Water Service 3" SDR 9 HDPE 1 LS for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (3"), distribution branch service piping (1"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A2 Metal Canopy A 1,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Nem. A3 Metal Canopy B 2,700 SF for /SF Dollars Cents 1. Mapsurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contrhd Drawings and as approved by the Engineer. 2. AN costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS Proposal Package 16 of 22 :] r� r1 Ll TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fury Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, capper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 17 of 22 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. a 41 a 4 r- 4 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS • • U NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 18 of 22 0 0 7 i 9 Ll n u TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for$:20,000 /LS $RO,6,00 #,30,000 wenooSq- Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet -all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS 7—Afr- ry /!e �LildtlSa/�a� for 39,000 437,000 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. . 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie into LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station — Interior Electric e_+W_<6nA 1 LS 4775,000 49S000 for y /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric �ovsuld 1 LS 45;9,000 AS8,000 for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 0 0 0 • ,f r 0 • 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Administration Building Electric Ti,/e,7�y -%ltee i�d✓sem 1 LS �3,OD0 a��, 000 for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Home Exchange 1 LS jElectric (� for-Coour'4imdAl&P-l)VJ(d /LS std !/ 500 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. Ali costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photoceits, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7ghting C>/?e 40,71AM ��yS)W S4/J 25 I y�o00 04000 for !EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 i Miding Ligghting ones dvSG �I ;j dr�ed 1 LS ?00 I,R00 for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT.PAGE Proposal Package 20 of 22 �� 0 0 F-7 LA r TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric S iX-�PQ// ! a u s��c� 1 LS M D d D 416,000 for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault �our+ ousu.,7Gt 1 LS x/000 8000 for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 't- vr�0VSeelj ( 1 LS ��d0 #7/me for �S Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergent Gener for Electric kt4y - u r-`ou5cod 1 LS 3Y,000 #,3z/ Doo for /LS/ Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL �aUC h()nd�e� �}V NeAguSand V ur•�Uflkel do filar, `q00 Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 1 Proposal Package 21 of 22 0 a • A Ii 0 0 TITLE DATE Y -26-65r ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF S(J1�Qk ) ss.: On the GD day of in the year 2Wfbefore me, the undersigned, personally appeared, 7f- at DG (,I , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. JOSEPH DEU.ISANTI NOTARY PUBLIC, STATE OF NEW YORK N0.4895882 QUALIFIED IN SUFFOLK COL! QpMMW*N EXPIRES [6kY?8 Proposal Package 22 of 22 C.7 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: J D��� So„s�.G�, A Corporatior>)<� A Partnership or Entity FIRM NAME: An Individual PRINCIPAL OFFICE: g 88� t5rr'ook _4i/e. • [Ince &/ /1-7ay PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS n/� PROFESSION/TRADE R-PSIaI�^� JC`An �Sl, T;reSc-0/is), bi�1 /11S /L. 17? ♦ 1/�Cep�P���d/►�PD��uz Ivil���i�ess Lam. /UissP�✓oyveG-/Pc��/ i �ec.sv�e� �►l��Ge' J Su�c�,,iae� Lam. �dlhy /1y,/ec>f�u/ ,Sc-t-rie � rj j�JOM45 �c,��( %eScc�f"S i� 4-,/ ,5(-- 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? 98% List trades that you organization normally performs below: ♦ 6/t.( )Tit , I 3. Have you ever failed to complete any work awarded to you? /V6. If so, note where and . why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. 0 QS-1 J.P. DAI,Y & SONS, INC. References DFER PARK, NEW YORK 11729__ (631) 254 0436 Owner Job Description Architect Total Amount of Contract Inc Village of Kings Point New Village I lall Spector Group 599,611 Manhasset I ll:SU Manhasseu Bathroom Reno. Burton, Behrendt & Smith 56,000 1 bree Village 1 II SD t;ytn Doors Safety System Burton, Behrendt & Smith 10,000 Suffolk County DPW SC linatd of Elections Bladykas 164.000 North Babylon (IFSD North Babylon Iii h School Spector Group 4,857,399 North Babylon I IFSD North Babylon Belmont Ave Spector Group 1;209,530 North Babylon UFSD North Babylon Woods Ave Spector Group 879,873 Jericho Library Interior Renovations Beatty I larvey Assoc. 107,561 Village of Southampton SouthHam ton Police Flyun & Stott 650,461 Farntin dale IJFSD IFire Alamr at Albany Saltzman lJohn A. Grillo AIA 203,000 North Babylon UFSD Parliament Elementary Spector Group 2,452 905 Rocky Point UFSD Rock Point lohn A. Grillo AIA 68,385 North Babylon UFSD 111rennanFiric Alarm Sector Group 188,000 Famtingdale UFSD How in School John A. Grillo AIA 887,404 Town of Southampton East Quo ue Village Green 87,602 Manhasset UFSD Manhasset HS & Munsy IBurton, Behrendt & Smith 472,800 Herricks UFSD District Wide Add Renov John A. Grillo AIA 2,547,224 Town of Oyster Ba Toilet Renov at Vat Parks Lira Group 449,271 lialf Hollow Hills CSD Renov Forest Park & Si Burton, Behrendt & Smith 447,745 NYS Dorm Ston Brook Ilendrix Coll Goshow Architects 980,587 Smithtown CSD Smithtown Wide Area Network Burton, Behrendt & Smith 240,620 Nassau Health Care NCMC 61h floor Renov Phillips Group 210,000 Westbury Water&Fire D Renov Fire Dept 112M Group 297,000 Smithtown CSD Smithtown Nesa uake MS Tagi Garbicu AIA 221,962 Mount Sinai I IFSD Mount Sinai Schools lights 112M Group 80,250 Pun Washington I IFSD Port Washington Weber MS Spector (;roup 1,428,600 Fast Meadow I IFSD Meadowbrook Etc Sch Sector Group 286,400 Printed 04/25/2003 12:13 PM Page 1 of I File C:tQualifieationsVobs3yrs19 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. �Q ` 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ she / fT Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 0 R ! 7. List five major projects you organization has completed in the past five years: S'ee f;�L Name of: Engineer/ Work Done ' 7-7 Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work QS -2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): See o�fl- Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Capacity • • 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? Ye5 10. Bank References: &n k 0 F/9Ae 0('Ia r 11. Trade Association Membership: 0 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? /2/0 0 QS -3 • s 13. Attach current state of financial conditions showing assets, liabilities and net worth. * Failure to attach the required documentation may be considered non-responsive on the / part of the Bidder and may result in rejection of the Bidder's Proposal_ r� L:= s s STATE OF Ale,,- Y-rk ) COUNTY OF SV{4c A& ) / a6nGS OG �y/ being duly sworn deposes and says that he is the S'ecre- ACI of ___TTa N ctswr contractor and that answers to the foregoing questions and all statementsts therein iere mere n contained are true and correct. (Signature of person who Agned bid) • Sworn to before me this -0 day of �, 2004S Notary Public Commission ExpliZL�� QS -4 i JOSEPH DELLISANTI NOTARY PUBLIC, STATE OF NEW YORK NO. 4895882 QUALIFIED IN SUFFOLK COON COMMISSION EXPIRES MAY 26, ib C77 • CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of Southold, and L.K. McLean Associates, P ., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part • hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and • remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. U 0 A-1 0 Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest Linder any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. u Total Bid Written in Words Written in Figures TOWN OF SOUTHOLD BY Joshua Y Horton, Supervisor n u BY Town Attorney n u CONTRACTOR BY TITLE (CORPORATE SEAL) A-2 Dollars CA ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on • the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. 0 i L` • NOTARY PUBLIC STATE OF NEW YORK, COUNTY OF )ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC • A-3 Town of Southold 0 TRANSFER STATION AND RESIDENTIAL DROP-OFF a PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE! ! ! : VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY! ! (Do Not Sign the Contract Agreement. It . is included only for informational purposes, and will be signed by the successful bidder after s award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. 0 Please DO NOT remove any pages from this bid package ! ! ! Thank you! • • 0 Proposal Package 1 of 22 ►i BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. • ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. r - 'V e- ❑ A Bid Deposit in the amount of '-.Percent of Bid Price as required in the Invitation to Bid. • ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be . • rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. • ❑ Bidder's Qualification Statement. • NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. • • • • Proposal Package 2 of 22 0 VENDOR NAME:LTaA Phzm hi:A) 6- f tt e,9-Tt�G VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: 11-164-6,29F OR SOCIAL SECURITY #: DATE OF ORGANIZATION: - 7 - -s7-/ IF APPLICABLE: DATE FILED: STATE FILED: -- Al ew O R -k If a non -publicly owned Corporation: CORPORATION NAME: &Ad rook t0h1ki /1'A1&- r f%arT%NG-EAIC-, LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) 2ede�ic,E RAGvs� /ti ic-gAe L kA G- us4 LIST OFFICERS AND DIRECTORS: NAME TITLE -T RA-& us,4 M«11APL fl ,+6 y 15 - Vi'c Pie psi De PAI //X 14Gvs,4- -7k, 2e r- If a partnership: ,V�,4 PARTNERSHIP NAME:_ LIST PARTNERS NAMES: • • Proposal Package 3 of 22 ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: Lyi✓d r -v o k P/0 P. d i I)G f- 1%,¢ ri A1G -,A/C ADDRESS: Z41 L y,tI. ry v k CONTACT: Fee,D A,4&us, TELEPHONE: r16 --f-93 - /r b FAX: E-MAIL: r'=R �D I LM fi 4/eT- NLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: • CONTACT: ONLY if different - MAIL PAYMENT TO: 0 ADDRESS: u • 0 0 E-MAIL: TELEPHONE: FAX:; CONTACT: E-MAIL: Proposal Package 4 of 22 VENDOR NAME: — �YZAI'3 ask PCU&A 1"kyG fMe_A: I UG �,v-, ASSUMED NAME CERTIFICATION 41114 If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • & INSURANCE STATEMENT • Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSUR=AORIZED SQUALIFY BIDDER. SIGNATURE u 1-1 Proposal Package 5 of 22 Ll AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if. not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, . bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. 0 The person signing this bid, under the penalties of perjury, affirms the truth thereof. AI e-, SWORN TO BEFORE ME THIS $i ompany Position Q � NOTARY: 1 DAY OF A r I , 20 P -S N46TARY PTALIC Ye-be-&i,c,k Rh64 vs�, Aee-slarv7 Type Name & Company Position L114Arook PlUm 61NG f e TING Z.v� a Name -/ q —OS Date Sign `I' /l - Ito 4-6 alFIF • Federal I.D. Number 0 ANGELIQUE BAPTISTE Notary Public, State of New York No. 01BA5077652 Qualified in Nassau County Commission Expires May 12, 2067 Proposal Package 6 of 22 • VENDOR NAME: L`/�✓jrodl< PIUMLiA.)&4 4-, -rjA)G-7rA-W. VENDOR ADDRESS: 7-67 A-1e.r.r1'c-1C P Lylyb ra o%, Al, � 1 TELEPHONE NUMBER: 174 FAX:.-/G-sy(.-/89 a The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • 1 �%z8�o.3 Z 3 3 Proposal Package 7 of 22 0 TOWN OF SOUTHOLD 411 TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY „ ry f3'1 CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050 rI n u 9 s 0 r� U ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon pomplete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Site Demolition - Concrete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalshouse and. Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and Incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 4 Site Demolition - Buildings & Structures 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. Atl costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 5 Siie Demolition - Site Features 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE I Proposal Package 8 of 22 a 0 • 0 9 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY O • CONTRACT A- GENERAL CONSTRUCTION IM Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Building Relocation - Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The. Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building Relocation - Scalehouse Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular Lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Site Excavation & Grading 188,000 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this Item. 9 Propoapd Site Sanitary Systems 3 EA for /EA Dollars Cents 1. Measurement and Payment The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wastelfne 5' from the building. 2. AN costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate Subbase Material 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 11, Road System - Type 3 Asphalt Binder Course 124,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shell receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this nem. CONTINUED ON NEXT PAGE 0 Proposal Package 9 of 22 n u i i • i i E TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY n rD i CONTRACT X GENERAL CONSTRUCTION I V Itemized Pr000sal for: Town of Southold f_Ictue arniA&t M. ne-un ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall, receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proof rolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - 4" Sidewalk 61815 SF for 1SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4' thick concrete walkway installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications andfor as directed by the Engineer shall be included in the unit price bid for this item. 15' Site Concrete - 6" Reinforced Concrete Slab 1,725 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6' thick reinforced concrete slab Installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8' thick reinforced concrete slab Installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab Installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. CONTINUED ON NEXT PAGE `11111 Proposal Package 10 of 22 D 0 Ll 0 Ll TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY „ r� CONTRACT A- GENERAL CONSTRUCTION / V Itemized Proposal for: Town of Southold LKMA Project No. 04050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BIO EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) I QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab 14 600 SF with Surface Hardener ' for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with surface hardener installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete - Reinforced Structural 720 CY for /CY Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment an incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 Site Concrete - Precast Block Retaining Wail 400 EA for ___'EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and Installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (fumished by Owner) and connections to stormwater system. 2. AN costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 21 Building Structures - Transfer Station 20,400 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, including all internal structures and systems including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snowAce fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 480 SF for /SF Dollars Cents 1. Measurement and Payment The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior sinrctures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 23 Building Structures - Attendant Booth 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This item will include all utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 11 of 22 n u h l� • E 0 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000aal for: Town of Southold I ICUA a. 4, -r NIn ner►sn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil Tank- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the constriction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 25 Site Drainage- Structures, Rings, Inlet Boxes, 1 LS Covers and Grates for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. Site Drainage -18" Diameter HDPE Corrugated 26 Drainage Pipe 1,600 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE stormwater pipe - corrugated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 Site Signage 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28 Line striping - 4" Wide 13,000 LF for __/LF Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 44nch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Striping (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenance/protection of traffic during installation. 29 Site Fencing - W High Vinyl Coated Galvanized 1,025 LF Chain Link Fence and Gates for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal PacKage 12 o 22 r lJ 0 U] 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY Jo /3) _b CONTRACT A- GENERAL CONSTRUCTION / Itemized Pr000sai for: Town of Southold I Ince aaM Un ne_nan ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized Chain Link Fence 530 LF for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scars ing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 250% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and ag approved by the Engineer. 2. AN costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished 2 EA and Installed for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6" Bollards, Steel Supports & 20' High Pole 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6" concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 13 of 22 0 n u Ll rJ 0 L� TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY/VO CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold t IMA Prniew-t Mn nA-nr n ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 36 Steel Stairs & Railing 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 37 Radiation Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, Calibration, scalshouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 38 Methane Detection System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 Scale Video Monitoring System 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 40 Gas Vent Modification 1 LS for /LS Doliws Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 41 Domestic Water Service - Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 14 of 22 n u n u LJ 1-1 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY /,, (31) CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold t Vrue arnioM Nn nesan ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill In Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire 1 Suppression Equipment- Complete LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the Construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 6" Cruahed Stone Pavement with Non- 44 Woven Filter Fabric 3,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz nonwoven fitter fabric installed and measured by survey, as specked, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 45 Conrete Curb Stop 21 EA for __/EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measurment as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS • NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 0 Proposal Package 15 of 22 0 0 Ll Ll 1 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION hemi ed Pronmal for: Town of Southold I Klug Prnim-t Nn nA nrn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UN—IT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY A 1 Modified Domestic Water Service 3" SDR 9 HDPE 1 LS for /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A with foundations as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, concrete, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A2 Metal Canopy A 1,500 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A3 Metal Canopy B 2,700 SF for /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. Ali costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS 40 Proposal Package 16 of 22 i 0 0 • 0 0 Ll TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS forho2 A404/4b4 b foVe HLIA4A::b/LS 4L-5-dv, &0 Dollars CA 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS 54re-e-A,7%a A5,+4Ua, 5rl � /6i Gam' for uv,✓ikeb Mo /LS / Dollars Cents 1. Measurement. and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS ACee..,JTee,J for Tidoffyn� a, ►Le AA0 /LS 17 20Z, &0 / 7 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS %7n2rer4v &6 3:3", &6 for ..ud /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 17 of 22 C7 • 40 11i • K] TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS Y-AZee7-Avv-vto-� 0/&V, 6v �3 / 6-0, u -a for ANC 140N D IE C� 4J4 /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS jjr-e-c 7%a054" for /LS 3 /fir Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTALY7aD EralfrffaaDr2�1/yes ya Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 0 Proposal Package 18 of 22 0 L] 0 0 • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY gid CONTRACT D- ELECTRICAL CONSTRUCTION / Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station — Interior Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, firs suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 TOWN OF SOUTHOLD ! TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION J'f Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ! ! ! ! ! ! ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Administration Building Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Home Exchange Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 7 Site Lighting 25 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 8 Exterior Building Lighting 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 20 of 22 UJ • 0 0 • 0 • 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY IV -,4 CONTRACT D ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault 1 LS for_/LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit nuns, wires, spare conduit, provide new service runs, outlet installations, tie in to panel an all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergency Generator Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 21 of 22 a • AUTHORIZED SIGN PRINT NAME TITLE Pk � S�' �,e Al' DATE TT • ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF A)A -S-SA-0 ) ss.: On the day of rin the year 204 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. • NOTARY UB C ANGELIQUE BAPTISTE Notary Public, State of New York No.01BA5077652 Qualified in Nassau County Commission Expires May 12, 20 ice" "T J • Proposal Package 22 of 22 0 0) 0l 0) i' Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: FIRM NAME: vc4 I qT 1,d( PRINCIPAL OFFICE: Z-67 tWe rrl',-K /Ll Lyw/ h,-Vok A) Z 3 PRINCIPAL OFFICERS: A�Partrierrs ation 11) or Entity An Individual BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE G�:.�1ine'4'Ci 4 L r ZS 3 We-sfsibc Buz � z - yo s Ati^�v 7�'_iq� r,les i -1-,v (}A.,{ F10CC-l'c:_Y / F- RUYP,46-u', 4 /0 4 5 -1_ a/Ay [ . r�.t, r C i 91Lr /�r VT! 46 v{,�l,Ac! .4 G (1,if�o�e Pt - V) / ir//-I V1.ti1 A5s.1/'r_V u+l %% yes - I!�_t�-5,/�C',.V 1'i 4/ z557-ji4t.' rwC 5a/; fp PA, -34 Fr i vICI � St vS;T.�f'a;7� v^ 2� qu r ZG rR `�T,.v;ST2gra 1. How many years has your organization een in business un&r its present business name. 2. You normally perform what percent of the work with your own forces? _ZL-6 % List trades that you organization normally performs belo 4: v�-N�'.� /i�ylc,rl�w %a.u�.,-.�.,.tiz Ei=fug-.-,.�-r'�z,�-c1.�.a s�tA.a,viLJ�zd,�.,4-2�'�.tiL l.•-r�.,�,�-'-w�• f{<yb.,f �.,�.� r-,�,_7aa.�,.z. �,.., %�' �-�.�.eti+-mac ji+-`-�-`-Y`-j�- i �..._<��,,e—i, /�l-�•_.��..�/ i.�,�i�..� /!.-ew�.e� ,1�2r-cam+-Q`�% 3. Have you ever failed to complete any work awarded to you? /Vo. If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. /j% QS -1 5. Has your firm requested arbitration or filed any lawsuits with regard to construction 1 contracts within the last five years? If yes, please provide details. No •� 6. List the major construction projects your organization has underway at this date: Name of. Engineer/ Project Owner Architect Contract Percent Scheduled Name # Telephone # Amount Complete Completion //Telephone � -1, q fie i e. *i 73 3 - 5� C'-L':r [-G 7;� •( _Torry (3r_.4cc_ 7cic `lam f'LG<52,Le %2 C /8 cT p v c:. /O - � +\PL 4-,*,4yv,l(e Sieve K�+'S1�+5 .'3cZ �c, c�[r�.,;�• ro M.4i Sc Aic+S .TAnneS CAA-fh._li 4r�4:�1- jYi, - /S auty 7 -KI -1 Te131aC -- lf� A4� rLG ty h5 4, /-;4 [-,I; /3v > [' 31 -Tfc F:2e s (ti A l if ,✓n.r �/c t1,n�5t� J.QG 1 , , _ z- L)J_eL. FLCr. 1�: M.4+ItA6!"11/ (rLM(iitCil' /O_� ScjC [.Z. Si -A T e c r .[J i • 3 r- 7, 'ti z3c�c • 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work 6E/,�,��[ (°c tivA q 55a: Mdr �,/C �iYr C" 1-c')L�.✓ �)� ( cx":�d•fs _116 :?C'61'" !'_ �-•- Aa• i L��Stii.lr YLL-. rk,14 L Z61 7/ !rit 5 PA c -'q.✓: ci e ti •,e /i,Rv/Gr,e/F IS, 7Ei Gfi/l!5 &A <> WK, %-_ y+�t'c:�,� /lj/f^iiiA Siff- j7lrl4N(C r'' E lF l gY'ev,lic • QS -2 • 8. List the construction experience of the principal individuals of your organization 10. Bank References: • J • p. k4 0 ate_& -a 6 A) V r I 1A C- e r4 V r /� 4'so.v 13 k'_ .a.vc,f-1 A'tG'Q- • 11. Trade Association Membership: 111114 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? f QS -3 • (particularly the anticipated project supervisors): •� Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca aci /�q���� M �► sree. ��rgiesriZN':i-,404-7—vS FL�.uhc'_r t :.:,_,T4 11 q -ii s.�, lulu titi.hL P J-7 L tfAG-('.9 U' ��csi Dc vT1'.4 T ,AA ,Teti :).�i�1 JvPC?rVi f t ,v -�iA (V+T7'�) ar,, 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? icf .s 10. Bank References: • J • p. k4 0 ate_& -a 6 A) V r I 1A C- e r4 V r /� 4'so.v 13 k'_ .a.vc,f-1 A'tG'Q- • 11. Trade Association Membership: 111114 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? f QS -3 • 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal.-� •f •� •1 r) �.) STATE OF 'Vee,, L/cL�K"- ) COUNTY OF e— e 2 i'c Jc i A G L s .a being duly sworn deposes and says that he is the PINS 15 �.r�,' of y ✓�rvc . P/u �, d; tie; 7 i1e fr iAt'; oc ntractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signa of person who signed bid) 0) Sworn to before me this day of , 200 S Notary Public A GELiOUE BAPTIST"E •) Commission Expiratio Date. e) f 2 0 Notary Public, State of New York. No.01BA5077652 Quail i�edIn Nass a CoWntY lir:t7 1 iC it �"xnlrE°� �il `r' 20 01 QS -4 CONTRACT AGREEMENT ., THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein • contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of •� Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part • ) hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. THUM: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in • said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and • remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. A-1 • Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. •l Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor ` and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. • Total Bid Written in Words •` Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY Joshua Y Horton, Supervisor BY Town Attorney TITLE (CORPORATE SEAL) A-2 Dollars •' ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, •� personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) • acted, executed the instrument. •' NOTARY PUBLIC •' STATE OF NEW YORK, COUNTY OF )ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or • proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC •) A-3 • ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. l • (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: • Company Name: Contact Name: Fax No.: • Telephone No.: • Q-1 • • Town of Southold 0 TRANSFER STATION AND RESIDENTIAL DROP-OFF [, PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTE! ! I : VENDORS MUST RETURN THIS DOCUMENT INTACT • AND FILLED OUT COMPLETELY! ! (Do Not Sign the Contract Agreement. Itis included only for informational purposes, and will be signed by the successful bidder after • award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. 0 Please DO NOT remove any pages from this bid package ! ! ! Thank you! • • Proposal Package 1 of 22 0 BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. 0 Notarized Affidavit of Non -Collusion as required by NYS Law. Q A Bid Deposit in the amount of Ten Percent of Bid Price as required in the Invitation to Bid. • As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOLTTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be . rescinded. 0 Vendor Information Sheet and Address Record Form. �] Assumed Name Certification. • 0 Bidder's Qualification Statement. • NOTE: Please do NOT sign the Contract Agreement. It is included only for Informational purposes, and will be signed by the successful bidder after award of the contract. • C • • Proposal Package 2 of 22 E: • VENDORNAME: T���YCA�7^iE'f9Cl�uG�'Mf9TE��gGS,�NG, If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: u Proposal Package 3 of 22 VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. x PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: 30414 011 OR SOCIAL SECURITY #: DATE OF ORGANIZATION: q �� IF APPLICABLE: DATE FILED: STATE FILED: A16 u/ Ltoje k If a non -publicly owned Corporation: CORPORATION NAME: i i4R C0 VT/219cTiN6 LIST PRINCIPAL STOCKHOLDERS: (S% of outstanding shares) IFO,6,647' G. 7'�5,4�A� U-14A4C' Tin R LIST OFFICERS AND DIRECTORS: NAME TITLE X0 %6-,vT G, T "� r� r�Z y , 6a <,QCAJ r I//r E pg6S oEAI-7- If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: u Proposal Package 3 of 22 • ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: 7�KR y ca ti7-f�� c7-i�t/ I L1 A TFR lf1 L S . -Z�/G, ADDRESS: !!ZD L(J46ST M A d/ 5 -TR �ir_ T CONTACT: RO 3 F -l17' • TELEPHONE: 43 7 ' D/ -7 n FAX: ,6 7a % ' Q q10 E-MAIL: Otte ONLY if different - ! MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: FAX: • CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: 0 ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: • • • 0 Proposal Package 4 of 22 • VENDOR NAME: TtRR y L A,'PrK q (7-/A/6 gr MAr ASSUMED NAME CERTIFICATION . *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: AT Zd If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. ! The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • • INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on DATE • FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHOR1015'—S— jGf4ATURE • • Proposal Package 5 of 22 a AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, . bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or . inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything ' of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. j SWORN TO BEFORE ME THIS Signature & sition Aay 4 6, e re, 'J r t S NOTARY: Q DAY OF , 20 0 5 Type Name & Company Posi on Company Name / NOTARY PUBLIC q- 1.0 -0,5— JULIA A. McCLAVE Date Signed NOTARY PUBLIC STATE OF ANEW YORK � / No. 01 MCW559W //--36 7 6 0// CammCs oied In u olk C'2n�� . Federal I.D. Number Proposal Package 6 of 22 0 ♦ VENDOR NAME: j�i�R y CONTR►cT��U�� ,yAT�����s, -ZIUG. VENDOR ADDRESS: 246 u/E.57" MR 1A1 .STR EFT h 1 V,-RNEgD . Ajq 11q01 ! TELEPHONE NUMBER: 0L 7 -??-(91-70 FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest ♦ therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) i A-1 ♦ The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • A / 3 �o� 1- 619"/6,�_ —AV —3 05 Proposal Package 7 of 22 P g 0 ���°� TOWN OF SOUTHOLD . TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION karnizad Pronaml fort Tnwn of Snuthnirt I ICUrA DrnieM un nd-nen 0 C 0 0 0 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE 191D EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 1 Geperai.Conr}Itio and Mobilization 1 LS /� for �iLn ai t�6r deg Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (500/6) upon complete mobilization to the site. b. Twenty Five Percent (250/6) upon second partial payment request. c. Twenty Five Percent (250%) upon successful completion and acceptance of the project. 2 Site DemQliti- Pavement Surfaces 184,000 SF yxf7 ✓G C�n.� S' for /SF • C� r ,r 0 0 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit. price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this Item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and Incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 ib Damolgn.-�Concre 1 LS for &4A4- S > /D3 • 0V Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Wails, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and. Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and inckfentais necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 4 Site Demolition - Buildings &&Structures 1 LS �C for wwGltY�L� S✓✓CKiYd �O�� 't3 'F 975.E Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 She Demolitio SiteFestur 4VV� loi.� 1 LS yid l ict s for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this item. CONTINUED ON NEXT PAGE Proposal Package 8 of 22 0 U 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itarnizad Prnnsaal far- Tnwn of Snufhnld 1 VUA 0-1-4 ki- nescn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Buil zh4-y a -p Lx4-minjst4 i Buil? for -f� dj//i&dcS LS 1 LS ��L/ if e o J Dollars Cents 1. Measurement and Payment: The. Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. 7 B���ilding Relocation - Scabh use Building ud 1 LS Ni��cd Sye- 9 0V Dollars Cents i 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular Lifting and Relocation of the Bulkting to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, deposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 ' Site Excavation A Grading iw o 1881000 SF for r/sF y' Q' Da Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 9 MProposed Site anter Systems 3 EA for o &P S /EA p200. a v Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. All coats associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 10 Road - Recycled Concrete Aggregate 124,700 SFSubba _Syyst'em for "`^' tuft Material� /SF r / o /f 4Q1�/ dl 0-0 � a' Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 11, Road System - Type/3 Asphalt Binder Course 124,700 SF for 0 h t_ ��` l a'` /SF `� Ja 700 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. CONTINUED ON NEXT PAGE Proposal Package 9 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Rrnensei for-- Tnwn of Snuthnid r true 0-1—f u,. nw_nnn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (FIN In Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphaltt Top Course 135,700 SF for vef ,TJ /SF • '7 9� 9gd. Dollars Cents 1. Measurement and Payment: The Contractor shall. receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course Installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - C rb System 5,900 LF forSA t JLF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site CConcrete - 4' Sidewalk "VG G[dAv5 444 441 c hS s 6,815 SF t ✓ I � ��� for' / Ov�. Dollars Cents J 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4' thick concrete walkway installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. Alt costs associated with layout, formwork, earthwork; all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 15 Site Concret/e_- 6" Reinforced Concrete Slab_ U ol�tll S G wd ' 1,725 SF �Q r fob C�w.TaSF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6' thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8' R i ced Concrete Slab —7wt,I /C aid11"s /SF 2,800 SF 4),for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab installed in designated krcabons, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according m the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 StteComets - ceil Cot►crete Slab "K-UF�'C, 2,160 SF /�, „ for ✓GI►SF -�3 1 �Olj bZ 7� J Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 • 6 • 10 ILI ft TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for_ Town of Southold 1 KMA Prniant 1J^ rte-nrA ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab 14,600 SF Si )Gf'CGn Surf f6X rf�e/ 1 Tr for Gvh -G Cn � /SF � Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab with surface hardener installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 18 Site Concrete - Reinforc7���f SJructural 720 CY �J� for Q C,dS Y vo � D Dollars Cents / 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment an Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 - Precast nigg Wall Site�� 400 EA tyr L( 0 ;EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stonnwater system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 21 Building Structures Structures - Transfer Station f' W✓Z 20,400 SF r for "ld_ f.� dr:5 /SF i J Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constricted, including all internal structures and systems including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snowfice fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures , all tabor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the pians, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 480 SF for 'Air ' Ove Xa /14-r f /SF 3 �,'/ , �� Owl 40 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constricted, Including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, constriction, erection of building, finishing of interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 23 Building Structures - Attendant Booth 1 LS for Ap uL 5/LS �� • Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This item will include all utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 11 of 22 0 r] �J i TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pronosal for: Town of Southold I Ittue orNn ne-nan ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 24 500 Galion Double Wail Above Ground Waste Oil 1 LS s� Taitk-aCom late / lYy--CwGu�'(B.r r� '0.00 forC% s / Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessaryto satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 25 Site Drainage- Structures, Rings, Inlet Boxes, 1 LS '77 Covers and Grates OM, 0a for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 26 Site Drainage -18" Diameter HDPE Corrugated 1,600 LF Drainage Pipe /- for&?�'// t- `yo d0(140 S /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18" diameter HDPE storrnwater pipe - comigated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 27 Site Signage 1 LS for /LS !� 3j ��v " ` Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28 Line striping - 4" Wide 13,000 LF -1 � ca 3 for ♦ e.L 6 o d , � __/LF Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centeriine of the pavement stripe and shall be based o a 4 -inch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Stdoina finches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenance/protection of traffic during installation. 29 Site Fencing - W High Vinyl Coated Galvanized 1,025 LF , ChainLink Fenc,�ee and Gates '53 for A4,6,e J6 lar /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily, complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal PacKage 127222 0 Ll I* 0 r1 u 49 Ll • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Prenosal for Town of Southold I ICWA or. 1—t ii— nA mmn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized 530 LF Chain Link Fence for „II ✓ 74ye do��� S lLF z .� J✓ • �0 / Y/ 560, Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF for Dolled Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for /V- fir► SF D rs Cents , 0 / 75-4 d 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactonly complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Tress and Shrubs„ , 57 EA �_'� h -fi p 3 �yJ�. forfrl/GG U[ t�0%�Gw� /EA O a%% U� Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. AN Costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished 2 EA and Installed 3 CIDfor / YGc t,6i�l.yt� L!A/�9f/S I Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 6` Bollards, SC20' High Pole 1 LS +''teeel.Supportts& for A; 1 nG u6d- � /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum old price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 13 of 22 0 n Li r7L n U 0 • 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pronosal for- Tnwn of Southold r ktue D..,te.a U- ner►an ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 36 Steel Stairs & Rail!'ng ZVZ W.NJ/ 1 LS for hKink-ed s'JrLS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiation Detection System 1 LS fo" ri YAs de`larSYLS ,•� . Dollars Cents J 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 38 Megane Detectpin System 1 LS for _ V 6(pe_ 4( 16 114r:5 -Ls Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 Sca/l�e Video Monitoring System 1 LS �r In �YfiS OrO- Z> d for l.t6G�-w Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. Ali costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 40 N11fication 1 LS '54eGAsrVent for a 4J 1 CA -.4 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this nem. 41 DomesticWater Service - Complete �y ottit�dl s� ®lLS 1 LS /for- i�ai J Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 14 of 22 0 0 is Ll r1 u F-1 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized PrnnneAl fnrw Tnwn of Cnldhnld r rruw 0-1-..t ru.. fk"Cn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT SID NO. (Fill In Unit Price Written In Words) QUANTITY 42 Fire Suppression Water Well and Fire 1 LS Suppre$siAn Equi ent- Compete D �d f &W ✓ for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing S stem- Complet 7OL � 1 LS r7t.P�. 4z"..- /3j OT . 6A for C 0/1"-s /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab Installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the Construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank In place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and Incidentals necessary to satisfactorily complete the Installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6" Crushed Stone Pavement with Non- 3,5W SF Woven Filter abric ``/ /��p, forN/6 Allo 4 � f Ae4C,en1* / / . / 6� 1 U I Oz.) Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz nonwoven filter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item.45 r �p l/hG /x•�rCJ�I"G� S pp I ! 21 EA doll Q_ /J ? 4t� 3 OZ for rS /EA ! i Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measunnent as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. TOTAL -A rc L " k+V SWe4ll. S�!/1/?lbt ' tc S a Dollars Cents ��� WRITTEN IN WORDS IwV-Ave !0--7,0 q, NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior . to or after award of the bid. Proposal Package 15 of 22 A 0 0 r1 V 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LVIA A Po U- I -I ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID r ,04-050. EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Al Modifled .D//ome�sttic Water Service 3" R 9 HD E rI. °� vTj%A1 x* 41 LS for lYjN 04 F Dollars Cents 1 1 1 qr-oz> 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A with foundations as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, concrete, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A2 Metal Canopy A 1,500 SF 0 for/SF � Dollars Cents —3 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in this Item. the unit price bid for A3 Metal Canopy B 2,700 SF for 411 A P 1/6 SF _ Dollars Cents 7> 0 1. Measurement and Payment The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabrication and all labor. materials, equipment and incidentals necessary to satisfactorily complete the'work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL/Vi'yv>: 44gtaoLw Dollars Cents j � WRITTEN IN WORDS �( Proposal Package 16 of 22 0 r) 7 J 7 0 a 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary, to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 17 of 22 0 ,A A • Ll • s TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing withln the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 18 of 22 :l Ll n u F-7 L-A 0 L TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO, (Fill in Unit Price Written In Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 At service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station — Interior Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 19 of 22 0 0, • 0 • 0 UJ • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill In Unit Price Written in Words) QUANTITY BID 5 Administration Building Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Home Exchange Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Site Lighting 25 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up. all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 20 of 22 n 0 r. u w 0 L n u J TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of to fuel and labor, power pumps, all materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all power to the booth as .attendants specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the price bid for this Item. 12 Emergency Generator Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 0 1Proposal Package 21 of 22 AUTHORIZED SIGNATURE 4. PRINT NAME 9 D/3 EI27- • TITLE �� 5-",g 6 Aft DATE �/ - Zo -05- 0 a5^ 0 ACKNOWLEDGMENT r� STATE OF NEW YORK, COUNTY OF ) ss.: 157 On the day of in the year 20OWbefore me, the undersigned, personally appeared, Fa8E�e7" T�R,0, , personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose name( ,0 is (W) subscribed to the within instrument and acknowledged to me that he/§Wtbey executed the same in hisWtlyefr capacity(kgs , and that by his/ Itl3eir signature(&) on the instrument, the individual, or the person upon behalf of which the individual() acted, executed the instrument. ,TARY PUBLIC JULIA A. McCLAVE NOTARY PUBLIC STATE OF NEW YORK No. 01 MCW55936 Certified in Suffolk County Commission Expires 03-t2-20 Proposal Package 22 of 22 Town of Southold BIDDER'S QUALIFICATION STATEMENT i The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: i`i 0 6 C ee T C, y A Corporation •� FIRM NAME: TORR `/ c0A/"TiPfi C%te(/G R'/1119(FiE'r/�LtAnTnd� dd al PRINCIPAL OFFICE: i PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE G. A y sdV / 1VW (IA- N,% C,E�'A4�5��£�L�i C OAt 1. How many years has your organization been in business under its present business name? i 9 Gam,. 2. You normally perform what percent of the work with your own forces? `5_ List trades that you organization normally.performs below: F yr'4 ✓ri /04) 'i A'UGf��eVS L czr�c�s��;--_f� 3. Have you ever failed to complete any work awarded to you? ND If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. K_) 0 QS -1 i Terry Contracting & Materials, Inc. 840 West Main Street Foot of Broad Street, Suite 103 Riverhead, NY 11901 Stratford, CT 06615 (631)727-0170 Fax: (631) 727-0410 (203)375-8450 Fax: (203) 375-8410 Item 7 PROJECTS COMPLETED Scheduled Project Owner En ig neer Contract Price %Com Ip eted Completion Springs -Fireplace Town of L.K.McLean $3,451,251.00 Road Landfill East Hampton (631) 286-8668 Reclamation Neal Sheehan Phase II (631) 324-7191 Garage Renco Corp $75,000.00 5,000sq ft garage (631) 467-8811 Riverhead, NY Repair /Maintenance Thomas Han-Padron, LLP $839, 965.00 Dock/Breakwater O'Malley William Shute (212)608-3990 Cedar Pond Nursery Renco Corp. Corp. $ 150,000.00 8,400 sq ft warehouse (631) 467-8811 Southold Landfill Town of Dvirka & Bartilucci $5,216,366.00 Closure Southold Consulting Engineers James Bunchuck Thomas F. Maher (631) 734-7685 (516)364-9890 Springs -Fireplace Town of Cashin Associates $2,472,700.00 Road Landfill East Hampton (631) 348-7600 Reclamation Neal Sheehan Phase (631)324-7191 Springs -Fireplace Town of L.K.McLean $3,451,251.00 Road Landfill East Hampton (631) 286-8668 Reclamation Neal Sheehan Phase II (631) 324-7191 100% August 2004 100% January 2005 100% April 2004 100% October 2004 100% June 2003 100% April 2003 100% August 2004 Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 PROJECT Item 6 PROJECTS in PROGRESS CONTRACT # START OWNER ENGINEER COMPLETION AMOUNT STORAGE TANK MODIFICATIONS & VEHICLE DELIVERY CONTAINMENT Submittals1 AREA 0/13/04 Town of East Hampton Cameron Engineering & Assoc. LLP 6/30/05 $ 239,000.00 159 Pantigo Road Three Aerial Way, Suite 100 East Hampton, NY 11937 Syosset, NY 11791 OYSTER PONDS BOAT LAUNCH SITE RAMP RECONSTRUCTION 3/4/05 NY State D E C Department of Environmental Conserv. 6/1/05 $ 136,000.00 Bureau of Design & Construction Bureau of Design & Construction 625 Broadway, 3rdFloor 625 Broadway, 3rdFloor Albany, NY 12233-5252 Albany, NY 12233-5252 Ph: 518-402-9084 Fax: 518-402-9053 PHASE 1 FACILITY IMPROVEMENTS AT THE SCAVENGER WASTE TREATMENT Cameron Engineering & Associates, PLANT EH04-038 Town of East Hampton LLP 10/1/05 $ 430,000.00 159 Pantigo Road Three Aerial Way, Suite 100 East Hampton, NY 11937 Syosset, NY 11791 BOAT RAMP FACILITY AT CREEK ROAD AT WADING RIVER Started Town of Riverhead Young & Young 5/27/05 $ 445,348.00 4/4/05 200 Howell Avenue Riverhead, NY 11091 Riverhead, NY 11901 SPRINGS FIREPLACE ROAD LANDFILL CAPPING EH 04-025 Started Town of East Hampton L.K.McLean Associates, P.C. 10/1/05 $ 4,589,214.00 3/7/05 159 Pantigo Road Consulting Engineers East Hampton, NY 11937 437 South Country Road Brookhaven, NY 11719 PEAR TREE BEACH BOAT LAUNCH RESTORATION 2005-12 Started Town of Darien 5/1/05 Department of Parks and Department of Parks and LAUNCH RAMP RESTORATION 11/25/04 Recreation Recreation $ 204,765.00 2 Renshaw Road 2 Renshaw Road Darien, CT 06820 Darien, CT 06820 4/20/05 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. �f • • 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: • Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work • •) i • QS -2 Terry Contracting & Materials, Inc. 840 West Main Street Foot of Broad Street, Suite 103 Riverhead, NY 11901 Stratford, CT 06615 (631)727-0170 Fax: (631)727-0410 (203)375-8450 Fax: (203)375-8410 Item 8 Key Personnel Name Position Years Experience Prior Positions and Experience in Construction Robert G. Terry President 20 years Owner/ manager of Terry Contracting & Materials, Inc. 40 Hours OSHA training James C. Terry Vice -President 18 years Owner/ manager of Terry Contracting & Materials, Inc. 40 Hours OSHA training J. Stephen Humphreys Superintendent 30 years Experienced with marine, concrete, bridge and site construction 40 Hours OSHA training Keith Lundgren Foreman 12 years Experienced with marine, site, landfill and utility construction projects 40 Hours OSHA training Mike Jones Foreman 10 years Experienced with marine, site and landfill construction projects 40 Hours OSHA training Sal Messina Superintendent 20 years Experienced with marine, environmental, hazardous waste sites and site projects. 40 Hours OSHA training Daniel Palmer Engineer 10 years Experienced with heavy civil.. mechanical and environmental projects. 40 Hours OSHA training Christopher Zito Foreman 8 years Landfill and site construction. 40 Hours OSHA training 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): • Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca aci • 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? t� • 10. Bank References: •� ivaai/" �o'--;k '3pti/c %M/�?. )�(3y V�L�M 11. Trade Association Membership: !-J 0 w I--- 12. 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? J� � IWA- • QS -3 • Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 (631)727-0170 Fax: (631) 727-0410 April 20, 2005 Town of Southold To whom it may concern: Foot of Broad Street, Suite 103 Stratford, CT 06615 (203) 375-8450 Fax: (203) 375-8410 I certify the following current financial information on Terry Contracting & Materials, Inc.: Assets $5,723,971.00 Liabilities $3,243,531.00 Net Worth $2,480,440.00 If you need further information then please call. Sincere obert G. T President •l 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. •' •) STATE OF A/ —r w Y k ) COUNTY OF ,5 U ,IF616 F QCT G- %/�/Q � being duly sworn deposes and ays that he is they 5 / nG of 7EY 6AI MAlEt/A�cscnitactor and that answers to the foregoing questions and all statements therein contained are true and correct. ( ignature of pe si ed bid) i • Sworn to before me this D day of 200 JULIA A. McCLAVE NOTARY PUBLIC STATE OF NEW YORK N " ary Public No. 0f MC6055936 Certified in Suffolk County •1 Commission Expiration Date: - _ a 0-2 Commission Expires 03-1-2-276-7 QS -4 •i -1 • CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand • and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein • contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work •' of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of •' Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part •� hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. • THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in • said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the fixture of any such terms, covenants, agreements, provisions and conditions and the same shall be and •� remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. A-1 • lJ Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. • 1 Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. Total Bid Dollars Written in Words } $ Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY Joshua Y Horton, Supervisor BY Town Attorney 9 Pi BY TITLE (CORPORATE SEAL) A-2 ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) • acted, executed the instrument. NOTARY PUBLIC i • STATE OF NEW YORK, COUNTY OF )ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or • proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. • NOTARY PUBLIC A-3 • • ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. • (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: • Company Name: Contact Name: Fax No.: Telephone No.: • Q-1 • J Town of Southold TRANSFER STATION AND RESIDENTIAL DROP-OFF PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 REMINDER NOTEN: !: VENDORS MUST RETURN THIS DOCUMENT INTACT • AND FILLED OUT COMPLETELY ! ! (Do Not Sign the Contract Agreement. It . is included only for informational purposes, and will be signed by the successful bidder after • award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. • Please DO NOT remove any pages from this bid package ! ! ! Thank you! 0 Proposal Package 1 of 22 • BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. • Notarized Affidavit of Non -Collusion as rewired by NYS Law. A Bid Deposit in the amount of.IV Percent of Bid Price as required in the Invitation to Bid. • As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be . • rescinded. r" r Vendor Information Sheet and Address Record Form. KAssumed Name Certification. • Bidder's Qualification Statement. • NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. J Proposal Package 2 of 22 • • VENDOR NAME: Fitwt oo-o GONcoo. VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: • DATE OF ORGANIZATION: e2 Q 9� IF APPLICABLE: DATE FILED: Q 9;� STATE FILED: NEW )�,tK If a non -publicly owned Corporation: • CORPORATION NAME: F&Ntaa'�N CONST CORS. LIST PRINCIPAL STO KHOLDERS: (5% of outstanding shares) FbX / • • LIST OFFICERS AND DIRECTORS: L NAME TITLE If a partnership: n/19'rIFT S#, n 110 PARTNERSHIP NAME: I� • LIST PARTNERS NAMES: • • Proposal Package 3 of 22 9 0 • • r, • • • 0 ADDRESS RECORD FORM MAIL BID TO: VENDOR NAME: F7tL�HDo`��I CONSTRwLT�aY GatD. ADDRESS: 394 'RDu TG &I )NftT 5461 CONTACT: _� l FO h 'R - i k L L N4 TELEPHONE: 10SI- -S%- 1100 FAX: E-MAIL: m "dol PopT O A Mar. -net et ONLY if different - MAIL PURCHASE ORDER TO: ADDRESS: S A'7�1'lFi TELEPHONE: FAX: CONTACT: ONLY if different - MAIL PAYMENT TO: ADDRESS: -4)P" E E-MAIL: TELEPHONE: FAX: CONTACT: E-MAIL: Proposal Package 4 of 22 • VENDOR NAME: FAmULAA *AanM664.. ASSUMED NAME CERTIFICATION • *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: Doff S Nor /' twly/ If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, • by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • INSURANCE STATEMENT • Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on —:7 / 40 4 DATE • FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. f P, V k AUTHVUZEb rNATURE n Proposal Package S of 22 0 • AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person Who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything • of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of • value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, • consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. • L-1 0 The person signing this bid, under the penalties of perjury, affirms the truth thereof. Sig & Coni4adf Posiiion 0-I i bapm �eNf Type Name & Company Position FRewhot?01/ Car fi�a�f�oN Co yep. Company Name Date Signed I -309&7 Federal I.D. Number SWORN TO BEFORE ME THIS NOTARYA 1A*DAY OF , 2465 NOTARY PUBLIC JOHNA L. RUDOLPH NOTARY PUBLIC, STATE OF NEW YORK 01 RU5059770 Qualified in Suffolk County. Commission Expires May 6, Proposal Package 6 of 22 Ll • VENDOR NAME: Fmto.01--plA G0W%TRt4e.T,& COR p. VENDOR ADDRESS: 399 i?9W715 u7j 109 W911 ti3 by to N , N .�/. yo7a cj TELEPHONE NUMBER: 131• 7G D0?0/3 FAX: 4a)-3710- The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the • said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a • corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest • therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • — l�8/0 OV 00000 Proposal Package 7 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY (9 CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 1 G' I Z Nott oo Mobilization oV eery n 1 Ls for FIVI T�NO/t11ft /LS ��,� poo• oa Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project.'k 2. Payment for this item will be made in tr�;TJWe(-3') pA`IM&HT`r -SAD.#4 a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF 4MI� for SF &O. &O Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per, square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engtheer. Included in this item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing sWeebses necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be hicluded,In taro price bid for this Item. 3 S' a Demolition - Concrote 1 LS for__Site `rj�pi�SANdip /LS /�)//''�� JJ�� �j� �D VVV•V{/ Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and. Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Site Demolition - Buildings & Structures 1 LS for�r�i1GFw it'isawil, -T /�//yam/ Am%� 0 Dollars Cents r V 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 Demolition - Site Features 1 LS "Site for&*& �rr 1el��i��/LS �y O�•OO Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site.Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 8 of 22 s TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Building Administration Building 1 LS t-- �•�•Relocation forii'�� f 7 Two WO06/LS ]wAj�� /� D �/v (� Dollars Cents 1. Measurement and Payment: The. Contractor shall receive the lump sum unit price for Relocation of the Existing Admin tration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building Relocation - Scalehouse Building 1 LS forfrKierg 1,614.3AA6 /LS 3V�+OW •OV Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular Lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to X11 remove' the `existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specflicafts andfor as directed by the Engineer shall be included in the price bid for this Item. 8 z Site Excavation & Gradi 188,000 SF for 33 run Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 9 Site Sanitary Systems 3 EA �jP'roppo,,sed fort W DIY r_:� II 11 em�i 0 ' /E DD Dollars Cents 124oe 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in this unk price bid for tfde bm. 10 Road System - Recycled Cottcreto Aggregate Subbase rial for J`6fewly mat 4wr ASF 124,70.0 SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 11 Road System - Type 3 Asphalt Binder Course eAus 124,700 SF forbw-tyc�-tee Tw�r�Y /SF boa . a Dollars Cents 1. 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 9 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION ItP_mi2ed Pronosal for-- Town of Southold LKMA Proient No_ rM-nrn_ ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID - EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for ft" le" iSF J a.�T %� �l ' • �V Dollars Cents 1. Measurement and Payment: The Contractor shall. receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proof rolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the and price bid for this Item. 13 Site Concrete - Curb System 5,900 LF forte /► A Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - 4" Sidewalk 6,815 SF for F i&ftDollars CK 7•# Am. Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4" thick concrete alkway installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork; all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications andfor as directed by the Engineer shall be included in the unit price bid for this Item. 15 Site Concrete - 6." ed Concrete Slab 1,725 SF ,Re�inforc! SM neS /SF for � Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF SI� Q $ fC /SF /G o7 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF N• LL�l�SF ro� l /740 W0.466 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily compleW the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 10 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050.. ITEM DESCRIPTION OF ITEM _ ESTIMATED UNIT UNIT PRIG BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab 14,600 SF withSurfpC� a� e_ r fSF A Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with hardener installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complas the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site Concrete - Reinforced Structural 720 CY six Halve« *five"N for F" it LA.&" /CY (�• �t� j0��AA - Dollars Cents 7 V 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipmentand incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 SiteConcr r aot Block Retaining Wall 400 EA p f7i�wr for EA r 1 �0• �0 %} �D o�e.OV Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwater system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 21 Structures - Transfer Station BMIAL, 20,400 SF �4 <<,rr�es Dollars Cents ,fit,/.8dfo/SF 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constricted, including all internal structures and systems including but not limited to, Internal and exterior doors, 2-15'X20' rollup doors, snowlce fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures, all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 22 Buil in Srt�rucAIJIF Eal -! R F AS'F�.7 480 SF for A K 64rs �J • fie..' • OV DollaW Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures, all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engktear shall be included in the unit price bid for this hem. 23VorfsDMIllifteh TWD K s ht Booth 1 LS #e Rl1J /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This hem will include all utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 11 of 22 TOWN OF SOUTHOLD ap TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil 1 LS Tank- Complete for � i�1*iYlN01t�� /LS �I� p�(/f/ • �V Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 25 Site Drainage- Structures, Rings, Inlet Boxes, 1 LS uCovers and Grates t !! forTWO yte6b Abu:$ Dollars Cents , 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 36 Site Drainage -18" Diameter HDPE Corrugated 1,600 LF Pipe •DDrrainage for j _VT�L F ho ]� Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE stormwater pipe - corrugated exterior and smooth interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 de Signage 'T MNRT/��yV T y�yAJIIO forEtlNlt 11 Na�lTiA �ioTy 'fIM11�S 1 LS �+ S� O Dollars Cents .✓ . 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28 Line striping - 4" Wide for1� ski C�7LF — 13,000 LF '] ` l �.• �� Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 4 -inch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Striping (inches) x Linear Feet 4 Inches Note: The unit price includes all layout and maintenance/protection of traffic during installation. Site Fencing - 6' Nigh Vinyl Coated Galvanized29 1,025 LF Chain Link FWOO) Ti,FiRTyG MR& for F p ev `00 Dollars Cents �I 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily, complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE FrOPOSal Package 12 ot 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A OLSWRAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Proiect No. 04-050. ITEM DESCRIPTION OF ITEM C UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized 530 LF Chain LinkFe c,}. w.��.u� for r T�f E / +� f► V 42132D.if I Do Marms "UwCents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 94,500 SF wp. form T /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF for 694M `_fWY5 /SF 'V.14 Dollars Cents 1. Measurement and Payment The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 S' Landscaping Trees�and hrubs 57 EA �W /r(/N��cs iY Dam for W /EA 01 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished 2 EA f IXEA fo�TY 95 J 1pqsz•� ��� �/� •� Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, Inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plana, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. 35 6" Bollards, Steel Supports & 20' High Pole 1 LS for crew TWOu.SmA, /LS add. I* d Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 13 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION qlted)Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 36 Steel Stairs & Rain Fury NIN, -W&� sil+�l a 1 LS for IMsWy- . Mi Sh sht /LS /M�/� V / �4 . W Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Radiation Detection System 1 LS JWNSTEEN M060 sowb fJ for $M4M A& ht5D JLS ��� O /v� Dollars Cents I (/�/ 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 38 Methane Detection Syetem 1 LS AE&WA t 7weua�va /� _ % D D for7w0 y"Ria /LS /^ / Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 Scale Video Monitoring System 1 LS .Fa Ili rwo �M�I /LS +� 600-60 Dollars Cents V 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 40 Gas Vent Modification 1 LS for %FN TNo 5" /LS APO - 00 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. 41 Domestic Water Service - Complete 1 LS fo&tvi T6u /LS -000.66 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (1% and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 14 of 22 TOWN OF SOUTHOLD 9 TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire 1 LS Suppression Equipment- Com lets -1-148056#0 6710EK for sIltM�t�rD /LS /AA g,�WNO Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS VIA-imew Tobas mh 1 � ax OO 77ME& Nwjvn4es4kP for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6° Crushed Stone Pavement with Non- 3,500 SF Woven Filter Fabric � fore r` /SF ;0m / ' Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz non woven lifter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the pians, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 45 Conrete Curb Stop 21 EA for�,�r,E its .o0 1J93 0 4 ' Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measunnent as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for tft item. ��L.L/O/V.SC"'U�N�:L AI aQLt'p /V I IV:� TOTAL S 3�'�D9�Oo9. 00 Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 15 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A GENERAL CONSTRUCTION mized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Al SDR 9 HDPE Modified Domestic Water Service 3�"Aw, 1 for���%V /r` �Hy00 /LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A with foundations as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, concrete, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this Item. A2 - �S -A/&TMTV-118-1 1,500 SF for F 0_33 �D���•�� T Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Rem. A3�eal anopy %d�5 2,700 SF for 911 ''�_�-7SF •O,• Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 0A, him Wo 304Vol TOTALTwo �D�I�• �� Dollars Cents WRITTEN IN WORDS Proposal Package 16 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTR CT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of South d,; �1 �#4 _L/%5 /i ;Ib4Mroject No. 04-050. ITEM DESCRIPTION O TEM ESTIMATED UNIT UNIT PRICE BID 95ATENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 17 of 22 TOWN OF SOUTHOLD " TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 18 of 22 TOWN OF SOUTHOLD F TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRAC - ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southo � jr� i���Y/,� J,[/� ��NICMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICEell) EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed 600Amp Electric Service 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Transfer Station — Interior Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO, (Fill in Unit Price Written in Words) QUANTITY BID 5 Administration Building Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item: 6 Home Exchange Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Site Lighting 25 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 20 of 22 TOWN OF SOUTHOLD MW TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 - Electric to RPZ Vault 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 12 Emergency Generator Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 21 of 22 AUTHORIZED SIGNATURE R44 PRINT NAME cl- r 4 0 • L TITLE '?&=5 I bET DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF S�IFf�D�lr ) ss.: On the day of; k in the year 204before me, the undersigned, personally appeared, G�•/Ff �i� • RNDOL AN , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. F I • • LIC IFO JOHNA L. RUDOLPH NOTARY PUBLIC, STATE OF NEW YORK 01RUS059770 Qualified in Suffolk County Commission Expires May 6,% Proposal Package 22 of 22 Town of Southold BIDDER'S QUALIFICATION STATEMENT • The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: ejapre"it, orporation /��� a ers ip or Entity •� FIRM NAME:F� Vb&J% ��IYSi�:I�IOJl1 t�dQP• An Individual PRINCIPAL OFFIC 3 -! IQ�KT6 /Df HjES� Eby IbN, N• �/ . o 7OW PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE '��/pF.AIT Gl+�t�a R. R�WDoLp� • 'i73 C+��t+e4GN ST •) 5� (�l.If�+t+� �' �1401•P�r it NNIt1�OKC �r: it . 'aWE po iNT� H. Y �.� • Y"5 1. How many years has your organization been in business under its present business name? /8 J*e5 7 2. You normally perform what percent of the work with your own forces?% List trades that you organization normallyperforms below: 44rWOML Ca►6r*?xe7- ON 9� EXC-40ATiDN 3. Have you ever failed to complete any work awarded to you? NO—. If so, note where and why. • 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. ' Y 0 •) QS -1 • 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. A'0 ' 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion PA'' AbE ,Woo t►NNit4vVTt.S w10�Rs4M 3,5110JOV.00 9570 � � 63�W�1-710► 0 `/�"I�o.oa 9S" �. 5/oi �h�K�K1A� B 4 631-�I-'Nroo �MI N� ll4N / 106t0-7po0 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work QS -2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): • Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca aci &;FFii4 �. �WDa•pSl Rai W, olayrs 4.0 . /00 0/15 • CL; J2F.& o. Mli.-PA 564Y ya yrs 6-7.c - /ao 70 •' 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? Y65 S 10. Bank References: —&ANK or- 1 oN e) 151- A N 6 •' 1�R5►T NATIDNAi- o Z. g4L&.GN *SL . Fi4gtm1Ngw; W1 11'7-3S' •' 11. Trade Association Membership: A Ib 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? /V 0 I QS -3 • 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the • part of the Bidder and may result in rejection of the Bidder's Proposal. •' �) STATE OF 0" ) COUNTY OF SKFFa.K ) C.0 1=F -P& k1UU L P 9 being duly sworn deposes and says that he is the Pe Si PENT of RENhoLP* GDJVSTiAyt7,z A#P*contractor and that answers to the foregoing questions and all statements therein contained are true and correct. (Signatureson wh si ed bid) 0, ) r Sworn to before me this o�14A- day of'Ga?a 2006 Notary Public �UG�r - - 7 - - •1 Commission Expira 'on ate: JOHNA L. RUDOLPH NOTARY PUBLIC, STATE OF NEW YORK 01RU5059770 QS -4 Qualified in Suffolk County Commission Expires May 6,C=(.0 CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein • contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work * of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of ' Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part • hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. • THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in • said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. 1 • A-1 Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. • Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and _l year first above written. Total Bid Written in Words f Written in Figures TOWN OF SOUTHOLD CONTRACTOR i • BY Joshua Y Horton, Supervisor BY Town Attorney i • TITLE (CORPORATE SEAL) A-2 Dollars ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF suFFbLK ) ss.: On the Al day of %� �Q I L in the year 2004 before me, the undersigned, • personally appeared, C.IFFORL R. N , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) • acted, executed the instrument. ' N TARY PUBLIC NOTARY PU SC. STATE LRuDOF UNEW YORK 01RU5059770 Qualified in Suffolk County Commission Expires May 6 iJti(i • STATE OF NEW YORK, COUNTY OF 6kFFDL.K )ss.: On the -,k! day of ADA., L in the year 2004 before me, the undersigned, i personally appeared, l_L i F&jjk A N ba�Lk 4 , personally known to me or • proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. TARY PUBLIC JOHNA L. RUDOLPH NOTARY PUBLIC, STATE OF NEW YORK 01RU5059770 ' Qualified in Suffolk CountX,r,� • Commission Expires May 6 w0 A-3 • ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: Company Name: Contact Name: Fax No.: Telephone No.: 0 Town of Southold 0 TRANSFER STATION AND RESIDENTIAL DROP-OFF U PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 0 REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY ! ! (Do Not Sign the Contract Agreement. It . is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. 9 Please DO NOT remove any pages from this bid package ! ! ! Thank you! • r 0 Proposal Package 1 of 22 0 BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. ❑ A Bid Deposit in the amount offe& Percent of Bid Price as required in the Invitation to Bid. ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. • ❑ Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for Informational purposes, and will be signed by the successful bidder after award of the contract. A • 9 9 Proposal Package 2 of 22 0 • VENDOR NAME: IVzw. )aX'Q C S� U ANb L VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #: - oI OR SOCIAL SECURITY #: DATE OF ORGANIZATION: Fe -So. Tl q<8 7 IF APPLICABLE: DATE FILED: STATE FILED: If a non -publicly owned Corporation: l • CORPORATION NAME: b�� �� Y� h� �'1 Genn fC, . • LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) -;Iarn e5 'E. Lg E=& a ir�5 LIST OFFICERS AND DIRECTORS: NAME TITLE • �rrrrrrrrrrrrrrrrrrrrrrrr�rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr� If a partnership: PARTNERSHIP NAME: • LIST PARTNERS NAMES: • • 0 Proposal Package 3 of 22 ADDRESS RECORD FORM MAIL BID TO: IV ,, I - VENDOR NAME: -2W`'U(7f'(1 CDY_)S_�Y'UC�S Un ZA) Com• CONTACT:SCAM es/• L�tQX� S a TELEPHONE: frrP 3 I - g_) % _1 (4 /� _623) FAX: `� ' Co • E-MAIL: ONLY if different - MAIL PURCHASE ORDER TO: • ADDRESS: V-0- SOX (e ata �n Mo�'icG.e N .`� • l `1 TELEPHONE: FAX: • CONTACT: E-MAIL: ONLY if different - MAIL PAYMENT TO: • ADDRESS: "PO • l' o x ci Z0 TELEPHONE: FAX: CONTACT: E-MAII.: • • • • C Proposal Package 4 of 22 • VENDOR NAME: N 2uj�w'�m I:!-)(— ASSUMED :!-)L ASSUMED NAME CERTIFICATION • If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, • by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • INSURANCE STATEMENT • Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid Insurance Certificate filed on 0'a D DATE • FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. dc)t RIZED siGNATuF • • Proposal Package 5 of 22 0 • • • • • U • • • • C7 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if, not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof, Si ompany Position \ Type Name & Company Position Atilt X�rn Company Name 4- - a x--05 Date Signed It-gg,4(03( Federal I.D. Number SWORN TO BEFORE ME THIS NOTARY:QIIDAY OF IG • , 2005— NOTARY 05—NOTARY PdBLIC Jennie E. Steward Notary Public, State of New York No.01ST5070606 ' Qualified in Suffolk County Commission Expires December 23, 24 Proposal Package 6 of 22 • PROPOSAL FORM TRANSFER STATION AND RESIDENTIAL DROP-OFF DESIGN • VENDOR NAME: N R-W\Dyn C mS-� ULA on -1hi c VENDOR ADDRESS: 61 C I \ n-- O(1 Si�c Cin M o 6 c�n e,5' hl,� [ 19 3 q • TELEPHONE NUMBER: FAX: (go,3 The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) r7 • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • r 3VT ae os •4 4WM/ X • 01 0 0 0 0 0 0 U 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY nalonditiona an Mobil 1 LS „ 'z�..,.:..33 - 6_ Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon pomplete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (259'x) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF D 2s "'' t for ,e,6 7u/c�ri'`emF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this item is the cost of sawcutting the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and Incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8�x Sita Demolition - Concrete 1 LSde for= ..4A4CQ`/C C� S f�p�DO© (�� J Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and. Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Site Damit" -Buildings de Structures 1 LS P for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Bulking and accessory strictures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 Site Demolition - Site Features 1 LS for n:s Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 8 of 22 0 9 0 0 U 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 0a -05e. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Buiidin elocat�Ad77C.4ion'tratBuilding 1 LS o2 for /LSPOG0 i ©dC� r Dollars Cents 1. Measurement and Payment: The. Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building Re ation - Sca lehouse Building 1 LS n �% for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular lifting and Relocation of the Building to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Site Excavatio & Grading 188,000 SF for(J1�-2- GU /SF I 0� lr� 000. Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, compaction, all Labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 9 Pr posed Site Sanftar Systems 3 EA (� for IPA _=A Dollars Dollars Cents 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. All costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate 124,700 SF S Material Q'k1 %-w %49/ for SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. AN costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 11. Road System - Type 3 Asphalt Binder Course 124,700 SF / for D0-2"/�-- /SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofroiling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Iters. CONTINUED ON NEXT PAGE 0 Proposal Package 9 of 22 0 0 0 [7 E TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pronosal for: Town of Southold l KIMA arnimd K1^ ndncn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for.�*,/SF ©�� Dollars Cents 1. Measurement and Payment: The Contractor shall .receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the pians, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete - Curb System 5,900 LF for C ` 72 �7�� Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured Wong the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, forms, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Site Concrete - 4" Sidewalk 6,815 SF forte 0-c " JSF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4' thick concrete walkway installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and Incidentals necessary to satisfactorily bomplet the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15 Site Concrete - 6" Reinforced Concrete Slab 1,725 SF SLS ✓� for �/T_/SF / CP U �r l / � Z Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6' thick reinforced concrete slab installed In designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 16 Sits Concrete - 8" Reinforced Concrete Slab 2,800 SF O G for SF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8' thick reinforced concrete slab installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF 6 G for SF < Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All ruts associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 10 of 22 r� L E 9 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Pralact Nn_ n"-qn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO, (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab 14,800 SF with Surface H rdener > �7 � C c ���j �a for SF / / Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab with surface hardener installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 � Site Concrete - Reinforced StructurnJ 720 CY for wo a,,,;5 /CY Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment an Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 20 Site Conc e - Precast Block Retaining Wall 400 EA f-� /EA 6Ga �7 ,OG Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwater system. 2. Ali costs associated with stakeout, grading, compaction, subbase preparation, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 21 Building Structures - Transfer Station 20,400 SF CO f aci F Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered building constructed, Including all internal structures and systems Including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snow/ice fence, and roof drakes, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior strictures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 480 SF 1660 ©fl F Dollars Cents 1. Measurement and Payment The Contractor shall receive the unit bid price for each square foot of pre-engineered building constructed, including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. Ai costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior sin.Mrss , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 23 Building Structures - Attendant Booth o�-w f forr��cc�.aG.� d oil X /LS 1 LS 2'�r Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to Install a pre-engineered building. This item will include all utilities and anchoring of the structure in its proper location, Including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 40 Proposal Package 11 of 22 17 u 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Remised Proposal for: Town of Southold LKMA Project No. 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil 1 1 , ,Tank- Complete^ n LS oa a o for S Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 25 Site Drainage- Structures, Rings, Inlet Boxes, 1 LS ,at �u �C es -�-_ 670 o- A -AL LS ��7, Goo` of 7, oee Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to Install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. 26 Site Drainage -18" Diameter HDPE Corrugated 1,600 LF Drainage Pipe cc -7� 60 for 'P.7 i Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18' diameter HDPE storrnwater pipe - comigated exterior and smooth Interior installed and measured along the centerline of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 Sits Signage ,de,w�. `��Ls 1 LS a, m C C� for I �7,Dtso — 27000 -- Dollars encs 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, Information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28 Line striping - 4" /Wide/ for 13,000 LF 6 G Dollars Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a flinch wide stripe. Measurement for striping with a plan width greater or less than basic 4 inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Strini a (inches) x Linear Feet 4 inches Note: The unit price includes all layout and maintenance/protection of traffic during Installation. 29 Site Fencing - 6' High Vinyl Coated Galvanized 1,025 LF Chain Link Fence and Gates .�- for Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this item. CONTINUED ON NEXT PAGE Proposal Package 12 of 22 0 Ll LJ 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Prosect No. oa-osn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing- 4' High Vinyl Coated Galvanized 530 LF /ryp w �in Link arca for/LF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31 Topsoil 84,500 SF for �7�0 _/SF 0 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydrosseding 84,500 SF ford SF DoIIa4 Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 750/6 of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 S ping- Trees and Shrubs 57 EA `nd -7-- for EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 34 Proposed Scale System- Weighbridge Furnished 2 EA lied + N O 9CJP for /EA1480 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, Inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 a" Bollards, Steel Supports & 20' High Pole 1 LS �9 fore /LS l�Jlid Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. CONTINUED ON NEXT PAGE 0 Proposal Package 13 of 22 i 0 0 n n r� TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Protect No 04-050 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 36 Steel Stairs & Railing 1 LS for LS��� i Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37Radiation ;etoctiOn Syste ��� 1 LS I oP /LS ©© Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this item. 38 Methane Detectio S stem 1 LS v G ac �LSror��O�`o oi%DOO C o �` 7000 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 39 VI eo ring System, 1 LS LS Omo _,, c o o Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to fumished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 40 s ant Mod[ f ation 1 LS for S 00 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. AN costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the unit price bid for this Item. 41 D9111111191111tic Water Service - Complete � 1 LS ''// o✓ Go0 for�u //��'Lce /LS �T�4�✓ T� Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (I"), and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 14 of 22 TOWN OF SOUTHOLD • TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itamizad Prnnnanl fnr' Tnwn of Cnidhnlef vu• n__e__. .. • 1] 0 0 0 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID v. NO, (Fill in Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire 1 Sup ression Equipment- Complete LS 440 for LS 1 Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 43 Fuel Dis using System- Complete 1 LS o� for T'� LS OO 1 �� d a Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6' Crushed Stone Pavement with Non - 3,500 SF Woven Fit r Fabric `��O Q `` fort 7 /SF t Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz non woven finer fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. 45 mete urb Pop/ 21 EA 0 •� 'yam / f EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measunment as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All casts associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this hem. TOTAL ' '"''� /4�c�.aQ,�� Z �fy -- , �, E�.t e ti, S `ate Q.. de, Dollars Cents WRITTEN IN WORDS ow NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. • 0 Proposal Package 15 of 22 40 0 0 E • i TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION (4-XIEW-k-TIEt. on41y) Itemized Pr000sal for: Town of Southold I KMA Prnim Nn n" n_ ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY Al Modified Domestic Water Service 3" SDR 9 HDPE 1 LS tt ` ' �'.�. for r 6614 St r i o6dAA_A jAbLF Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A with foundations as specified, shown on the Contract Drawings and as approved by the Engineer. * ('Stc'Lc {,aaelj %xu t& , A, 2. All costs associated with layout, formwork, earthwork, compaction, concrete, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A2 Metal Canopy A &&L 1,500 SF ' for IV114 4N SF Dolle Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A3 Metal Canopy B 2,700 SF `� for \ WIQ.Tu�W At4, 4b JSF C �O Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL7wo AA W II � (W Lt MA C.11awl i���f °.3r�1J% . t- I: Auw sgzi ko 40 'LW 400 � Dollars Cents WRITTEN IN WORDS 0 Proposal Package 16 of 22 J 0 7 0 0 u TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 Gen ral Conditions and Mobilization 1 LS for /LS Do rs Cents 1. The lump sum pnbid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, la or, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth un er Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize fr6T the construction site upon successful completion of the project. 2. Payment for this item will a made in two (2) payments; a. Fifty Percent (50%) upon mplete mobilization to the site. b. Twenty Five Percent (250)/o)*n second partial payment request. c. Twenty Five Percent (250/6.) u n successful completion and acceptance of the project. 2 Proposed Water Service Con ction at Main 1 LS for LS Dollars Cents 1. Measurement and Payment: The Contractors ll receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and proved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily co plate the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump s price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the En 'neer. 2. All casts associated with installation of bathroom fixtures, water main hoo ps, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to sat! complete the work according to the plans, or specifications and/or as directed by the Engineer shall be included in the price bi or this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents ng within the administration 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all intXbib,per building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work accordins, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 17 of 22 a 0 0 7 • • u TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION Itemized Prod for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill Unit Price Written in Words) QUANTITY BID 5 Interior tng- Weigh Facility 1 LS for /LS Dollars Cents 1. Measurement and Payment: The ontractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contra rawings and approved by the Engineer. 2. All costs associated with water main 'bQkups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals n essary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in th rice bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall ro iV sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approv y the Engineer. 2. All costs associated with sanitary system connection and modificatio and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifi tions and/or as directed by the Engineer shall be included in the price bid for this Item. Q TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 9. Proposal Package 18 of 22 0 0 11 0 0 .3 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 1 and Mobilization 1 LS Veneralnditions fLS ars Cents 1. The lump byrn price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bon"'ng, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set h under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the C tract and demobilize from the construction site upon successful completion of the project. 2. Payment for this it will be made in two (2) payments; a. Fifty Percent (50% pon complete mobilization to the site. b. Twenty Five Percent 5%) upon second partial payment request. c. Twenty Five Percent( %) upon successful completion and acceptance of the project. 2 Proposed 600Amp EI tric Service 1 LS for S Dollars Ceks receive the lump sum price to hook up a new 600 Amp service to the site as 1. Measurement and Payment: The Contr\thep specified, and shown on the Contract Drawpproved by the Engineer. 2. All costs associated with electric condus, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals neceisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included bid for this Item. 3 Transfer Station — Interior Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive th lump sum price to hook up all the interior electric within the transfer station as specified, and shown on the Contract Drawings and ap oved by the Engineer. rs openers, fire suppression system, interior lighting, 2. All costs associated with electric conduit, wires, connections to\thengineer receptacles, outlets, and emergency lighting, and all labor, materialnt and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed bshall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for S Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, ie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, nd all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, speci ations and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 19 of 22 r - u r� u Ll n u TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO, (FiINn Unit Price Written in Words) QUANTITY BID 5 Adminis ation Building Electric 1 LS for /LS Dollars Cents 1. Measurement and Paym t: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and sho on the Contract Drawings and approved by the Engineer. 2. All costs associated with elec is conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and indloentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be cluded in the price bid for this Item. 6 Home Exchange Electric 1 LS for /L Dollars Cents 1. Measurement and Payment: The Contractor shallre ive the lump sum price to hook up all electric within the home exchange building as specified, and shown on the Contract Drawing and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, p ide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equiprhVnt and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by theN7neer shall be included in the price bid for this Item. 7 Site Lighting 25 EA for /EA Dollars Cents p all site lighting within facility as specified, 1. Measurement and Payment: The Contractor shall receive the unit bid cos\spff and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new servicespare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of lighnd all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plaations and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting 1 LS for JILS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all ext for building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixture and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specific ions and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 20 of 22 Ll 0 0 FA 0 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 9 Fuel Dispenser Electric 1 LS for /LS Vars Cents 1. Measuremeand Payment: The Contractor shall receive the lump sum price to hookup of the fuel dispensers electric service as specified, and a on the Contract Drawings and approved by the Engineer. 2. All costs associa d with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment a incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer hall be included in the price bid for this Item. 10 Electric to Z Vault 1 LS . for /LS Dollars nts 1. Measurement and Payment: TheC tractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings an 1pproved by the Engineer. 2. All costs associated with electric condu runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisYqctorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for t 's Item. 11 Attendants Booth Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive tlump sum price to. hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by a Engineer. 2. All costs associated with electric conduit runs, wires, spare con it, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfacto ' complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for is Item. 12 Emergency Generator Electric 1 for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook upII power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. Ali costs associated with electric conduit runs, wires, provide new service runs, tie in to pan 1, disconnection of generator from old location, provide temporary power during relocation, mounting of all hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTALa� Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 21 of 22 A TITLE p �;� DATE 4-ai -cam i ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ss.: i On the -a i _tilday of 0, oc", in the year 200('before me, the undersigned, personally appeared, -25rr\ 'F g.;e 4 -- , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), 41 and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. r, u LI El Jennie E. Steward Notary NPublic, State of w York ST5070606 o Qualified in Suffolk County Commission Expires December 23, 20- Proposal Package 22 of 22 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questionnaire certifies under oath the truth and co es gall stateme s and of all answers to interrogatories hereinafter made. SUBMITTED BY: )(�� eS 1' • C�. �S(:A:7CCo A Partnership or Entity FIRM NAME: ( ��t1U�G C J1 Cyrl��rtuC�\fin �rN� An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: BACKGROUND TITLE _NAME ADDRESS PROFESSION/TRADE Le e��J - � f)�'o .� �-n�� U -)fn Si i?, .\J' 1. How many years has your organization been in business under its present business name? 1 -11 kars 2. You normally perform what percent of the work with your own forces? 3-0-% List trades that you organization normallyperforms below: • > Lc0bLoccA ter,: ox-\ i 3. Have you ever failed to complete any work awarded to you? Q If so, note where and why. • 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. QC) 9 QS -1 • I 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. 0 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work • � � � v� �GL�L •) QS -2 L9 ff 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): Present Type of Work Position Years of For Which In What Individual's Name Of Office l✓x erience Responsible Ca aci S es�- A-�(At✓N-v-&. 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when _ required and complete the work within the Contract Time? • 10. Bank References: l \ • 11. Trade Association Membership: L, On M' `n «� 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? QCT QS -3 • 1 1 U 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. •� STATE OF NU `+ COUNTY OF Svc\`% ) 2 s S being duly sworn deposes and says that he is the of Newcw (2"s-6.-hL. ,a1 kc • contractor and that answers to the foregoing questions and all statements therein contained are true and correct. ( gna of person who signed • k Sworn to before me this 3 � day of r � , 20(s Notary Public 1 Commission Expir n Date: Jennie E. Steward • Notary Public State of New York No 01ST5070606 Qualified in Suffolk County Commission Expires December 23, 20 QS -4 • CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand 119k ) and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein • contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part > hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. • THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in • said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. A-1 Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. • 1 Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor • and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. • Total Bid Dollars Written in Words • $ Written in Figures TOWN OF SOUTHOLD CONTRACTOR • • • BY Joshua Y Horton, Supervisor BY Town Attorney BY TITLE (CORPORATE SEAL) A-2 -'r ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF My r On the day of in the year 2004 before me, the undersigned, • personally appeared, 'personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) • acted, executed the instrument. NOTARY PUBLIC r • STATE OF NEW YORK, COUNTY OF )ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or • proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) 1 acted, executed the instrument. • NOTARY PUBLIC r • A-3 • ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. 1 (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: Company Name: Contact Name: Fax No.: Telephone No.: 9 Q-1 0 • Town of Southold • 40 TRANSFER STATION AND RESIDENTIAL DROP-OFF Ull PROPOSAL PACKAGE BID OPENS: APRIL 21, 2005 • REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT • AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. Itis included only for informational purposes, and will be signed by the successful bidder after • � award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder's response whether it is a dollar figure or No Bid. • Please DO NOT remove any pages from this bid package ! ! ! Thank you! • 0 Proposal Package 1 of 22 BIDDER'S CHECK LIST Your response to our above referenced bid will be considered unresponsive and will be rejected if the following forms are not included at the time of the bid opening. • ❑ Notarized Affidavit of Non -Collusion as required by NYS Law. s P� ❑ A Bid Deposit in the amount of.. of Bid Price as required in the EInvitation to Bid. • ❑ As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be . 0 rescinded. ❑ Vendor Information Sheet and Address Record Form. ❑ Assumed Name Certification. • ❑ Bidder's Qualification Statement. • NOTE: Please do NOT sign the Contract Agreement. It is included only for Informational purposes, and will be signed by the successful bidder after award of the contract. • • • Proposal Package 2 of 22 0 • VENDOR NAME: VENDOR INFORMATION SHEET • TYPE OF ENTITY:CORP. ✓ PARTNERSHIP INDIVIDUAL FEDERAL EMPLOYEE ID #:I I —ol Cols 70 OR SOCIAL SECURITY #: • DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: 3 . STATE FILED: If a non -publicly owned Corporation: • CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (507co of outstanding shares) • LIST OFFICERS AND DIRECTORS: NAME TITLE • If a partnership: PARTNERSHIP NAME: • LIST PARTNERS NAMES: • 0 Proposal Package 3 of 22 0 L�] r, u • • • 0 0 C • J r -I ADDRESS RECORD FORM AVMtw"11171 KIS CONTACT: t—,W LUHrn U -e- I &J TELEPHONE: t a ! 41o& —�, r7FS- FAX: Co `Z LQ (1L " 3C6 E-MAIL.: & Lo i OB R(D, nv4-6 rl i me .VAE7 - ONLY if different - MAIL PURCHASE ORDER TO: . ADDRESS: TELEPHONE: FAX: CONTACT: ONLY if different - MA.IL PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: FAX: CONTACT: E-MAIL: Proposal Package 4 of 22 • C� VENDOR NAME:6L"). l ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME:_ (� If the bidder is an individual, the bid must be signed by that indibidual; if the bidder is a corporation, • by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. • The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) • INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached • I certify that I can supply insurance as specified if awarded the bid ❑ Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED IN!ecys�LYDITALIEFY BIDDER. D SIGNATURE • 0 0 Proposal Package 5 of 22 0 • r, L_j • • rA :] C7 AFFIDAVIT OF NON -COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The mice(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. 2. 3. 4. S. C� i e tvame az t ompany rosiuon ZVin Ro�..TUC- Company Name Datta Sigrn�e/d���/ j /,, 11—otZ �i�lo(9 Federal I.D. Number penalties of perjury, affirms the truth thereof. SWORN TO BEFORE ME THIS St— / NOTARY: � DAY OF L , 20�I S_ NOTARY PUBL MAUREEN T CONFORTIN Notary Public, State of New York No. 01C04850066 Qualified in Suffolk County Commission Expires January 20�"LOR.- Proposal Package 6 of 22 • PROPOSAL FORM TRANSFER STATION AND RESIDENTIAL DROP-OFF DESIGN • VENDOR NAME: Cl ` VENDOR ADDRESS: oa- • TELEPHONE NUMBER: cS�CO �� "�'Zt�vFAX: T The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the • said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person • authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest • therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) • • The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated • 1- 0312910 2 3 04' Ofi Os Proposal Package 7 of 22 • • A�u,bom 9 III 0 �m 7 � ] 0 0 TOWN OF SOUTHOLD R STATION AND R__RES1 01 r �-4LCONTRACT A- GENERALC NO Sl I I SeUA DrnieM (Uw nA-nCn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 1 General and Mobilization Conditions// 1 LS / for�D lt� �- d A',' 1'. � 4 7e -)o Z v� 0-0–u Dollars Gents - 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of lae project. for this item will be made in two •f4payments; kPayment M a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Site Demolition - Pavement Surfaces 184,000 SF 0 D S v Z O O O for V A L0_ /sF i Dollars Galft 1. Measurement and Payment: The Contractor shall receive the unit price per square foot for Demolition and Removal of Existing Asphalt Pavements, areas of stone, crushed glass and compacted earth, as specified, and shown on the Contract Drawings and approved by the Engineer. Included in this item is the cost of sawcutf3ng the existing asphalt roadways. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Site Demolition - Concrete`` 1 LS for'V A e% �w d ,� � D ti14 ,4 i-SDollars J r7 i 0 00 � � O O f) Qents- 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Existing Concrete. Including Footings, Foundations, Approaches, Walls, Slabs/Pads, Embedded Concrete Retaining Wall Blocks, Removal of all concrete associated with the existing Scalehouse and. Administration buildings, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with demolition of pavement, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing site features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Site Demolition - Buildings & Stru`cttures,Q 194 it -a C( C( `reyy-if 1 LS for ��`r (6ot, � //LS Dollars Cents - 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of the Existing Steel Transfer Station Building and accessory structures (lean-to's, sheds), as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 5 Site Demolition - Site Features 1 LS for ani kvGt N� dy/Ls`�� 100 066 too 000 Dollars eents 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Demolition and Removal of all Site Features within the Demolition Area (as defined on contract drawings) Including the Existing Diesel Fuel Tanks, Waste Oil Tanks, Timber/Plastic Walls, Relocation of Existing Flagpole and Removal of the Existing Weight Facility Sanitary Systems, Removal of Weigh Scales, dismantling of post & rail fencing as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of concrete and steel, miscellaneous demolition, removals, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the proposed work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Rem. CONTINUED ON NEXT PAGE 0 Proposal Package 8 of 22 TOWN OF SOUTHOLD • TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY • CONTRACT A- GENERAL CONSTRUCTION ttemiied Pr000sal fnr Town of Sni thnld r r[uA o.. *-P hl^ na.Aen • 0 0 0 0 fee 9 IN 0. 0 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 6 Building Relocation - Administration Building 1 LS foS Dollars 1. Measurement and Payment: The. Contractor shall receive the lump sum unit price for Relocation of the Existing Administration Building Including site prep, Anchoring System, Wooden Ramps, Stairs, Insulated Skirting Walls, Underground LP Gas Tanks, and the Modular Lifting and Relocation of the building to its new location as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the administration building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Building 1 LS -Relocation s-]Scalehouse(Building for' 'ng -1 -(4 1 SSA a c /LS So QaO VOD Q Dollars( Came. 1. Measurement and Payment: The Contractor shall receive the lump sum unit price for Relocation of the Existing Scalehouse Building Including site prep, Anchoring System, Installation of Steel Angles to Frame, Expansion Bolts to Foundations, and the Modular Lifting and Relocation of the Buikfing to its New Location as Specified, and Shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with disconnection of utilities, demolition of any structures, miscellaneous demolition, excavation and removal, disposal fees, all labor, materials, equipment and incidentals necessary to satisfactorily remove the existing transfer station features necessary to complete the relocation of the scalehouse building according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Site Excavation & Grading 188,000 SF for >'D `, /SF o 0 l� J, 2 O 0. De#MnV— Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Site Excavation and Grading Restoration performed as specified, shown on the Contract Drawings and as approved by the Engineer. 2. Alf costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 9 Proposed Site Sanitary Systems 3 EA for �l (.✓� ( �,P r 4 1 2( 0 ii a ` 3 ta! 0 G Dollars Gats - 1. Measurement and Payment: The Contractor Shall Receive the Unit Bid Price for Each Sanitary System Installed as specified, and shown on the Contract Drawings, and as approved by the Engineer. Including all piping associated with the system up until the cast iron wasteline 5' from the building. 2. AN costs associated with layout, earthwork, compaction, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 10 Road System - Recycled Concrete Aggregate 124,700 SF Subbase Material for �i/�(� /SF �1 s ( 0 �J V DeBars- Cents 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of Recycled Concrete Aggregate (RCA) Subbase Material installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with stakeout, finegrading, compaction, subbase preparation, RCA, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 11, Road System - Type 3 AsphaR Binder Course 124,700 SF for /SF f ! a D d fq� Z% Dollars Qents- 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of asphalt paving type 3 asphalt binder course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE • Proposal Package 9 of 22 • E 0 0 0 0 0 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold t ILlue Prniaet run tu-n4n ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 12 Road System - Type 6F Asphalt Top Course 135,700 SF for v.0 -- SF DeNery Cents 1. Measurement and Payment: The Contractor shall, receive the unit bid price for each square foot of asphalt paving type 6F asphalt top course installed and measured at the finished asphalt surface as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, proofrolling of RCA asphalt, milling, transitions, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 13 Site Concrete -,Curb System 5,900 LF C for ✓ i y ' `Pe -`� /LF Dollars eents" 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of Concrete Curbs installed and measured along the top of curb as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fortes, hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 14 Concrete - 4" Sidewalk 6,815 SF rSite for- o k r— 4 VV/1 6-0 /SF Lf 1 S� / t 3 O/ 6 b Dollars Gants - J� 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 4' thick concrete walkway installed In designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 15 Site Concrete - 6" Reinforced Concrete Slab 1,725 SF for �tQ �-t%�� 'r-� " /SF �^ Dollars 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 6" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 16 Site Concrete - 8" Reinforced Concrete Slab 2,800 SF for +e--- /SF 24 D a d Dollars cants-^ 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 8" thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this tem. 17 Site Concrete -10" Reinforced Concrete Slab 2,160 SF for �' /SF Dollars Ce11118- 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10' thick reinforced concrete slab installed in designated locations, and measured , as shown on the Contract Drawings and as approved by the Engineer. 2. Ail costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complet the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 9 Proposal Package 10 of 22 • 0 0 Ci 0 0 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal fors Town of Southold r :rue o..,: --t KI nw_nen ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 18 Site Concrete -10" Reinforced Concrete Slab 14,600 SF with Surface Hardener for �� C �--�--- /SF q y�j v 6 2/ 6700 Dollars amts 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of 10" thick reinforced concrete slab with surface hardener installed in designated locations, and measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 19 Site/ Concrete - Reinforced Structural 720 CY for 7 ti X �u^ L� -- ICY 600 K 3 l� a 0 o Dollars �eenta- 1. Measurement and Payment: The Contractor shalf receive the unit bid price for each cubic yard of reinforced structural concrete installed, at the new Administration building, Weight Facility and Scales, Transfer Station, Home Exchange Facility and Exterior Waste Bin areas, as field measured, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, placement, finishing, installation of steel reinforcement, all labor, materials, equipment an Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included In the unit price bid for this Item. 20 Site Concrete -)Precast Block Inning Wall 400 EA � fora (A�uti CL L►1f A % h g G 0 Dollars Coate - 1. Measurement and Payment: The Contractor shall receive the unit bid price for each precast block retaining wall section delivered and installed at the scalehouse as shown on the Contract Drawings and as approved by the Engineer. Including all supporting materials such as RCA Base, Drainage Pipe, Subangular Stone (furnished by Owner) and connections to stormwater system. 2. All costs associated with stakeout, grading, compaction, subbase preparation, Installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. 21 Building Structures - TransferStation 20,400 SF ld{ for h 1 • "�',t [ °► r1 f /SF Dollars dents 3 Z S' iLd Q 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Pre-engineered buil ng constructed, including all internal structures and systems including but not limited to, internal and exterior doors, 2-15'X20' rollup doors, snow/ice fence, and roof drains, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of Interior structures , all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the transfer station work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 22 Building Structures - Home Exchange 480 SF 6 Z $ 'Soo 0o for —"""'--" SF ! � n I Dollars .fSeMe. G \ tW 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of pre-engineered building constricted, including all exterior and interior structures and systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, construction, erection of building, finishing of interior structures, all labor, materials, equipment and incidentals necessary to satisfactorily complete the fabrication of the home exchange building work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 23 Building Structures - Attendant Booth 1 LS 30> � for l ^� _ /LS Dollars bents• 1& L 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered building. This Item will include all utilities and anchoring of the structure in its proper location, including all exterior and interior structures, all mechanical and electrical systems specified, as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with stakeout, excavation, grading, compaction, subbase preparation, concrete prep, construction, setting of building, all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the Attendants booth work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 11 of 22 0 0 0 0 0 0 0 0 IF, • TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for: Town of Southold I IeUA Drni&M Nn nAsrn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written In Words) QUANTITY 24 500 Gallon Double Wall Above Ground Waste Oil 1 LS Tank- Complete fof�F'! r ��Bv► -Ay.,, / Dl 0"�D % s� 0 D v i !LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a pre-engineered double wall above ground waste oil tank. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specked on the construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete prep, construction, anchoring of tank In place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 500 gallon double wall above ground waste oil tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 25 Site Drainage- Structures, Rings, Inlet Boxes, 1 LS te�' /Covers 5 Z—'7- for l1"is 30 '006 500 jf V Dollars Ceata—^ 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the site drainage structures, rings, tops, footings, curb inlet boxes, steel frames and grates as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, compaction, connections, parging, all labor, materials, equipment and Incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this Item. 26 Site Drainage -18" Diameter HDPE Corrugated 1,600 ' LF Drains a Pipe for -- LF Dollars t Gents -- 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 18" diameter HDPE stormwater pipe - comlgated exterior and smooth Interior installed and measured along the centeriine of pipe as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, connections, parging, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 27 % Site Signage�% 1 LS for 1016YI-'0o+ % LS !♦ �d p tJ! ii D (� Dollars Coats -- 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all roadway signs, stop signs, speed regulatory signs, main entrance sign, information signs, directional signs, custom signs and any miscellaneous signs as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fabrication, shipping, installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 28ino striping - 4" Wide 13,000 LF for " • � '_"_ ' F �0 G 6 r0 DoNm Cents 1. Measurement and Payment: Pavement striping will be measured in linear feet along the centerline of the pavement stripe and shall be based on a 4 -inch wide stripe. Measurement for striping with a plan width greater or less than basic 4 Inches as shown on the plans or as directed by the Engineer will be made by the following method: Plan Width of Striping (inches) x__Unear Feet 4 inches Note: The unit price includes all layout and maintenance/protection of traffic during installation. 29 Site Fencing - 6' High Vinyl Coated Galvanized 1,025 LF Chain Link Fence and Gates S1, zSa for tLF '-1'^-eents Dollars 1. Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 6' High Black vinyl chain link fencing with 32' double swing gate installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. AN costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE Proposal Package 12 of 22 r 0 [7 0 * 0 0 0 9 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pronosal for: Town of Snuthnld r rue 0—S--6 IJ- nw_nen ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 30 Site Fencing - 4' High Vinyl Coated Galvanized 530 LF Cha' Link once ��" <, 2 Q for /LF Dollars 1. Measurement Measurement and Payment: The Contractor shall receive the unit bid price for each linear foot of 4' High Black vinyl chain link fencing with hardware installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, footings, hardware, all labor, materials, splices, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 31To soil 94,500 SF for -%y . sF : 3 2 flcUacs_. Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of topsoil, graded and prepared for hydroseeding as specified, and measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. The unit bid shall include all fees to amend soil with the town provided compost to make a topsoil product, transportation fees, any miscellaneous fine grading required, laboratory testing of the material, any fertilizer or lime required to amend the soil prior to hydroseeding, scarifing of soil prior to placement of hydroseeding and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 32 Hydroseeding 94,500 SF 0 for ` y L ((L •_ /SF o( Q I -BoM8f8" Cents 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of Hydroseeding performed as specified, measured by survey, as shown on the Contract Drawings and as approved by the Engineer. 2. Upon completion of all seeding operations, the Contractor shall be paid 75% of the unit price bid for each square yard of seeding completed. The remaining 25% shall be paid to the Contractor when a uniform stand of grass approximately two and one half (2-1/2) inches high has been obtained and the maintenance period is complete. 3. The unit bid shall include any miscellaneous fine grading required, hydroseeding, fertilizer, lime, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer. 33 Site Landscaping- Trees and Shrubs 57 EA for T [ W Dy6A' L- � /EA 2 D 5 ( l D U Dollars Bens" 1. Measurement and Payment: The Contractor shall receive the unit bid price for each Planting, installed and measured as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, earthwork, fertilizer, staking, watering, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this hem. 34 Proposed Scale System- Weighbridge Furnished 2 EA sand/I talied T6v�� for R _(,h ,G l`�t� A Q,r � � _ ^/ &�� U�/ �'V ,.� Dollars C1111106- 1. 1. Measurement and Payment: The:Contractor shall receive the unit bid price for each 11' wide truck weighbridge furnished and installed as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, delivery, installation, inspections, calibration, hardware both mechanical and electric components, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 35 ole 6" Bollards, Steel Supports & 20' H71-11 LS for -'eve, Ze �tA. I / t; Dollars cely- x,,,,/11 _-'w✓� 7 0-P 2� 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install all of the 6' concrete filled steel bollards, steel supports for video monitoring system, radiation detection system and a 20' high pole as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete, hardware painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. CONTINUED ON NEXT PAGE 0 Proposal Package 13 of 22 • 0 0 Vi TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 36 Steel Stairs & Railing 1 LS for ' /LS I Z" Z� Dollars C�fRI� 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install the steel stairs on the interior of the transfer station as well as between the fuel dispensing system and main parking area. Included in this item are all steel railings as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, excavation, backfilling, concrete posts, welding, hardware, painting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 37 Aadiation Detection System 1 LS ' L for LS J �7 o7o �I Dollars CAM -1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install the radiation detection system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, conduit, conductors, delivery, installation, inspections, calibration, scalehouse staff training, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 38 Methane Detection System 1 LS - for ��' /L 1J 0d0 J a (i U 0 Dollars i:ewte- 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnish and install the methane detection system within the scalehouse and integrated with the exhaust system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, detector and panel installation, inspections, calibration, exhaust fan installation, vents, hardware both mechanical and electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 8 Scale Video Monitoring System 1 LS for '4" - �/LS r a D ti c D� 4 -V -0 Dollars Leaw 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install a four camera video monitoring system as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with conduit installation, delivery, camera installation, video recorder installation, monitors, power supply, adjustments, hardware, conduits, conductors and all other electric components as per specifications, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the unit price bid for this item. 40 as Vent ion 7%7"s 1 LS for �� S I v/ $ S a d J Dollars r.1111014- 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to perform the gas vent modifications as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, piping, drilling, all labor, materials, equipment and incidentals necessaryto satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 41 1) at ater Service - Com ste 1 LS ® for 7 Va=ib1. S ,/ f "( O� - " r1 KV J Dollars 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. 2. All costs associated with layout, earthwork, excavation, backfilling, installation of main service piping (4"), distribution branch service piping (I"), and all labor, materials, equipment and incidwfts neaseery to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit pttos bid for this Mem CONTNtI M ON NEXT PAGE In the Proposal Package - under Contract A - General Construction - Pay Item 37, 38 and 39, and Contract D - Electrical Construction - Pay Itvn 4 - the General Contractor is to provide complete un -energized systema including 0 associated conduit and wiring. The Electrical Contractor is to tic in, or energize the systema installed by the General Contractor. In the Proposal Packagc - under Contract A - General Construction - Pay Itcm 41 '•Derocatic Water service - Complete" the General Contractor is to supply and install the specified items to the building footprint and leave a t0 foot coil for the Plumbing Contractor to complete the plumbing connections. Proposal Package 14 of 22 0 0 0 0 1111111110 0 0 TOWN OF SOUTHOLD TRANSFER STATION AND. RESIDENTIAL DROP-OFF FACILITY CONTRACT A- GENERAL CONSTRUCTION Itemized Pr000sal for! Town of Southold t IMA Prnisr-t Nn nd-nstn ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY 42 Fire Suppression Water Well and Fire 1 LS Suppression Equipment- Complete l 5 ao a 1(f' a -0 a for l Dollars Cask - 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to furnished and install afire suppression water well and fire suppression equipment within the transfer station as shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with excavation and backfilling, earthwork, drilling, piping, installation of hydrant, fire hose reel installation, well pump and pump control installation, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 43 Fuel Dispensing System- Complete 1 LS for S� Z Dollars Goak--' 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a 1,000 gallon fuel dispensing system. This item will include all utilities, concrete slab installation, and anchoring of the structure in its proper location, installation of prefabricated steps, all mechanical and electrical systems specified on the Construction drawings to meet SCHDS regulation, and as approved by the Engineer. 2. All costs associated with stakeout,excavation, grading, compaction, subbase preparation, concrete preparation, construction, anchoring of tank in place, all required safety equipment, all fees associated with inspection by SCDHS, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the installation of the 1,000 gallon fuel dispensing tank work in according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. 44 6• Crushed Stone Pavement with Non- 3,5W SF _II ^^Woven Fitt eSS Fabric `+{ 'k /100 �' v S o for JSF Dollars Cents - 1. Measurement and Payment: The Contractor shall receive the unit price per Square Foot of crushed stone pavement with Boz nonwoven filter fabric installed and measured by survey, as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with mobilization, transportation, placement, grading, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specificaiions and/or as directed by the Engineer shall be included in the price bid for this Item. 45 top Conrete Cu7,4 for�w -fEA 21 EA Dollars Gants. 1. Measurement and Payment: The Contractor shall receive the unit price per concrete cur stop installed and measured by field measurment as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation, placement, and hardware, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this item. r-bttr Mt1(a•o#'L +ttr4ocl44..ai TOTAL Ss ✓.c'� e+ I— L{' 4 I ck TO, CID J Dollars CentsI WRITTEN IN WORDS 40 NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. 0 0 0 Proposal Package 15 of 22 Ltg TOWN OF SOUTHOLD ``'' T ER STATION ND E IAL O - FF F ''� �C� 2 C N ACT A -GENERAL CONSTRUCTION � ��"� S Itemized Pronosa or: ow outhold LKMA Project No_ 04-050_ I�I""' ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Al Modified Domestic Water Service 3" SDR 9 HDPE 1 LS �1 D for /J.YS Dollars Cents k _ _ _ 1. Measurement and Payment: The Contractor shall receive the lump sum bid price to install a domestic water service as shown on the Contract Drawings and specifications and as approved by the Engineer. T 2. All costs associated with layout, earthwork, excavation, backfilling, installation or X11' main service piping, distribution branch service piping, and all labor, materials, ! `-�1 i�W� equipment and incidentals necessary to satisfactorily complete the work according to the pleas, spccificat — and/or as directed by the Engineer shall be included in the unit rice bid for this item. - A2 Metal Canopy A 1,500 SF t-- for If/ Tk`-LK /SF u 0 ri Dollars %QWLI. 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy A as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, , fabrication and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. A3 Metal Canopy B 2,700 SF for rt, /SF So 0 a Dollars 06ente+ 1. Measurement and Payment: The Contractor shall receive the unit bid price for each square foot of metal canopy b as specified, shown on the Contract Drawings and as approved by the Engineer. 2. All costs associated with layout, formwork, earthwork, compaction, fabrication and all labor, materials, equipment and incidentals necessaryto satlsfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the unit price bid for this Item. TOTAL T4A--*d fd0 ;L'+O� poo Dollars Cents WRITTEN IN WORDS Proposal Package 16 of 22 0 0 0 0 0 0 • 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION It ized Proposal for: Town of Southold LKMA Project No. 04-050. M DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill In Unit Price Written In Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (509/0) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. C. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed Water Service Connection at Main 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up the main water service at the SCWA main as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with insulation of water meter, SCWA tap fees, RPZ vault setup, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 3 Interior Plumbing- Transfer Station 1 LS for ILS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with installation of bathroom fixtures, water main hookups, sanitary system connection and hookups, hose bib, copper piping, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Interior Plumbing- Administration Building 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. CONTINUED ON NEXT PAGE • Proposal Package 17 of 22 TOWN OF SOUTHOLD • TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT C- PLUMBING CONSTRUCTION itAred Proposal for: Town of Southold LKMA Project No. 04050. • • • • U • • • M DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT NO. (Fill in Unit Price Written in Words) QUANTITY BID 5 Interior Plumbing- Weigh Facility 1 LS for ILS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with water main hookups, sanitary system connection and hookups, hose bib, copper piping, heat tracing, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be Included in the price bid for this Item. 6 Interior Plumbing- Employee Trailer 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all interior plumbing within the employee trailer as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with sanitary system connection and modifications and hookups, all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. • 0 0 Proposal Package 18 of 22 TOWN OF SOUTHOLD 0 TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. • • • • • • • • • L CONTINUED ON NEXT PAGE • Proposal Package 19 of 22 DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT (Fill In Unit Price Written in Words) QUANTITY BID 1 General Conditions and Mobilization 1 LS for /LS Dollars Cents 1. The lump sum price bid under Payment Item 1 shall include supervision and management, on-going project -related expenses, insurances, bonding, labor, materials, equipment, and incidentals necessary to mobilize to the construction site, meet all of the general requirements set forth under Division 1 and Division 16, comply with all conditions set forth in the Conditions of Contract and General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. 2. Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Twenty Five Percent (25%) upon second partial payment request. c. Twenty Five Percent (25%) upon successful completion and acceptance of the project. 2 Proposed SOOAmp Electric Service 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up a new 600 Amp service to the site as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, panel insulations, terminations, and tie in to LIPA service, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. '3 Transfer Station — Interior Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all the interior electric within the transfer station as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit, wires, connections to electric doors openers, fire suppression system, interior lighting, receptacles, outlets, and emergency lighting, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 4 Weigh Facility Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the weigh facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs and spare runs, wires, provide new service runs, tie into radiation detection system, methane detection system, video monitoring system basement vent fan, tie in of weigh scale power, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. L CONTINUED ON NEXT PAGE • Proposal Package 19 of 22 TOWN OF SOUTHOLD • TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04050. • • U1 [7 • • • • • CONTINUED ON NEXT PAGE • 0 Proposal Package 20 of 22 DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT (Fill in Unit Price Written in Words) QUANTITY BID 5 Administration Building Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric within the administration building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to mains and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 6 Home Exchange Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hookup all electric within the home exchange building as specified, and shown on the Contract Drawings and approved by the Engineer. 2. Ali costs associated with electric conduit runs, wires, provide new service runs, connection to mains, lighting hookups with photocells, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 7 Site Lighting 25 EA for /EA Dollars Cents 1. Measurement and Payment: The Contractor shall receive the unit bid cost to hook up. all site lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, and spare conduits, connection to all street light fixtures with photocells, connections of bases and footings, installation of light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 8 Exterior Building Lighting 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all exterior building lighting within facility as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires for the installation of exterior wall light fixtures, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. • CONTINUED ON NEXT PAGE • 0 Proposal Package 20 of 22 • • • • • • • rl • 0 TOWN OF SOUTHOLD TRANSFER STATION AND RESIDENTIAL DROP-OFF FACILITY CONTRACT D- ELECTRICAL CONSTRUCTION Itemized Proposal for: Town of Southold LKMA Project No. 04-050. qW NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 21 of 22 DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE BID EXTENDED AMOUNT (Fill in Unit Price Written in Words) QUANTITY BID 8 Fuel Dispenser Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up of the fuel dispensers electric service as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, installation of alarm panels, connection of power to fuel pumps, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. 10 Electric to RPZ Vault 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all electric to the RPZ vault as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, outlet installations, and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed. by the Engineer shall be included in the price bid for this Item. 11 Attendants Booth Electric 1 LS • for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the attendants booth as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, spare conduit, provide new service runs, outlet installations, tie in to panel and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included In the price bid for this Item. 12 Emergency Generator Electric 1 LS for /LS Dollars Cents 1. Measurement and Payment: The Contractor shall receive the lump sum price to hook up all power to the Emergency Generator as specified, and shown on the Contract Drawings and approved by the Engineer. 2. All costs associated with electric conduit runs, wires, provide new service runs, tie in to panel, disconnection of generator from old location, provide temporary power during relocation, mounting of all. hardware isolation breakers and all labor, materials, equipment and incidentals necessary to satisfactorily complete the work according to the plans, specifications and/or as directed by the Engineer shall be included in the price bid for this Item. TOTAL Dollars Cents WRITTEN IN WORDS qW NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. Proposal Package 21 of 22 i AUTHORIZED SIGNATURE 11w, PRINT NAME TITLE DATE AmLL c�-1 ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2084 before me, the undersigned, personally appeared, fiDWAkN P. , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(p) whose name(,is (fie) subscribed to the within instrument and acknowledged to me that he/skeAhey executed the same in hisAterftheir capacity( es), . and that by his/he#&eir signature( on the instrument, the individual(s), or the person upon behalf of which the individual(O acted, executed the instrument. Ole • NOTARY PUBLI MAUREEN'r.. CONFORTIN Notary Public, State of New York No. 01C04850066 Qualified in Suffolk County Commission Expires January 2010.0 - 0 Proposal Package 22 of 22 W1 Town of Southold BIDDER'S QUALIFICATION STATEMENT • The signatory of this questionnaire certifies under oath the truth and correctness of all statements and of all answers to interrogatorieshereinafter made. SUBMITTED BY: } %�i l I J h�Q�; �JL A Corporation •� FIRM NAME: Afi4udix „at _ PRIN�r (,�'�ICE: 5 -r -e �c�. �, d a� PRINCIPAL OFFICERS: BACKGROUND TITLE NAME ADDRESS PROFESSION/TRADE i .G6� • T. 151103,0 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? '76 % List trades that you organization normally. performs below: E xcau-ho n , S t-twty-k , dmun qe , 3. Have you ever failed to complete any work awarded to you? � - If so, note where and i why. • 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. QS -1 • 5. Has your firm requested arbitration or filed any lawsuits with regard to construction contracts within the last five years? If yes, please provide details. ' q D 6. List the major construction projects your organization has underway at this date: • Name of. Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone # Telephone # Amount Complete Completion 7. List five major projects you organization has completed in the past five years: • Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work • QS -2 8. List the construction experience of the principal individuals of your organization (particularly the anticipated project supervisors): • Present Type of Work Position Years of For Which In What Individual's Name Of Office Experience Responsible Ca aci . Yu- atFa� juo t,� Q, 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time?� C)L,-,T 10. Bank References: • ► �-} Q,r,� o-� Lc axe. tt lam 6�6-4cpsT-a3a-1 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? 1 1 .l •� IV U QS -3 ► • 1 • l • *Is 13. Attach current state of financial conditions showing assets, liabilities and net worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of the Bidder's Proposal. • 1 STATE OF N >ELA-) �0 I, ) COUNTY ^OFp M A cjS /4 LL-_ r ) EA N being ul sworn de oses and says that he is the of _�%aJ 15.contractor and that answep to the foregoing questions and all statements therein contained are true and correct. • /.,, /I n /) /a �f�na e ofpJphoAi ed bid) • Sworn to before me this c2A day of t L, 200e i Notary Public ei� l • 1 Commission Expiration Date: MAUREEN T. CONFORTIN Notary Public, State of New York No. 01C04850066 Qualified in Suffolk County Commission Expires January 2010 — QS -4 -1 • • CONTRACT AGREEMENT THIS AGREEMENT made this day of AD Two Thousand and Four by and between the Town of Southold, party of the first part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein • contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work • of constructing the TRANSFER STATION AND RESIDENTAL DROP-OFF AS DESCRIBED IN THE Contract Documents made and prepared by the Town of •' Southold, and L.K. McLean Associates, P.C. the project engineers, and as set forth in the Contractor's Bid dated February 2005, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part • • hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. • THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in • said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and •� remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. A-1 •1 Terms used in the Agreement which are defined in Article 1 of the General Conditions shall have the meanings indicated in the General Conditions. • Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. 1 Owner and Contractor each binds himself, his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered amended or repealed b a duly executed written instrument • Y Y � p Y Y signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and l year first above written. • Total Bid Dollars Written in Words •� $ Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY Joshua Y Horton, Supervisor • BY TITLE BY Town Attorney • (CORPORATE SEAL) A-2 ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) ss.: On the day of in the year 2004 before me, the undersigned, • personally appeared, 'personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) • acted, executed the instrument. NOTARY PUBLIC • STATE OF NEW YORK, COUNTY OF )ss.: On the day of in the year 2004 before me, the undersigned, personally appeared, , personally known to me or • proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. • NOTARY PUBLIC A-3 S ALL QUESTIONS PERTAINING TO THIS SOLICITATION MUST BE SUBMITTED IN WRITING. • (Please use this form and fax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: • Company Name: Contact Name: Fax No.: • Telephone No.: Q-1 •