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HomeMy WebLinkAboutElizabeth Field Airport - Runway 7-25 & 12-30 OverlayJanuary 30, 1996 Mr. Edward J. Petrou NYS Dept. of Transportation, Region 10 New York State Office Building Veterans Highway Hauppauge, NY 11787 Re: Fishers Island -Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029.08-93 NYS MN 0913.08 File: 211.006.003 Enclosed please find the following: cas Engineers, Inc. 1099 Airport Boulevard, North Syracuse. New York 13212 (315) 455-2000 Fav(315) 455-9667 Two copies of Partial Payment Request No. FIVE (Form FIN -190) with attached backup documentation for your review and processing. Two copies of Partial Payment Request No. SIX & FINAL (Form FIN -190) with attached backup documentation for your review and processing. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. 4j21r Theresa M. Hopkins Grants Administrator Enclosures cc: Ms. Judith Terry Mr. Doug Fox (w/enc) January 30, 1996 Mr. Phil Brito Manager Federal Aviation Administration New York Airports District Office 600 Old Country Road, Suite 446 Garden City, NY 11530 Re: Fisher's Island - Elizabeth Field Runway 7-25 & 12-30 Overlay (Construction) FAA_ AIP No. 3-16-0029-08-93 NYS PIN 0913.08 File: 211.006.003 cas Engineers, Inc. 1099 Airport Boulevard, North Syracuse. New York 13212 (315;455-2000 Fax: (315)455-9667 Enclosed please find the following: One copy of the Project Closeout Report for your review and processing. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. �V, Theresa M. Hopkins Grants Administrator Enclosures cc: Ms. Judith Terry OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 24, 1996 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 Theresa M. Hopkins Grants Administrator C&S Engineers, Inc. 1099 Airport Boulevard North Syracuse, New York 13212 Re: Fishers Island - Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 Dear Ms. Hopkins: Enclosed are the executed documents with respected to the above captioned project. Please note that the new Supervisor of the Town of Southold is Jean W. Cochran. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures cc: Accounting 8 Finance o�oS�FFac,��oG JUDITH T. TERRY TOWN CLERK N = REGISTRAR OF VITAL STATISTICS O RIAGE OFFICER y��I RECORDS MANAGEMENT OFFICER �►�O! FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 24, 1996 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 Theresa M. Hopkins Grants Administrator C&S Engineers, Inc. 1099 Airport Boulevard North Syracuse, New York 13212 Re: Fishers Island - Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 Dear Ms. Hopkins: Enclosed are the executed documents with respected to the above captioned project. Please note that the new Supervisor of the Town of Southold is Jean W. Cochran. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures cc: Accounting 8 Finance l Date: January 9, 1996 Ms. Judith Terry Town Clerk Town of Southold Town Hall 53095 Main Road, PO Box 1179 Southold, NY 11971 Re: Fishers Island -Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 File: 211.006.003 CES Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 RFCFIVFn JAN U, I99�a Southold Mown UWJL Enclosed please fmd the following: - Two copies of Partial Payment Request No. EIGHT & FINAL (Revised Form 271) with attached backup documentation for your review and direct deposit withdrawal. - Five copies of Partial Payment Request No. FIVE (FIN -190) with attached backup documentation for your review and appropriate signature. - Five copies of Partial Payment Request No. SIX & FINAL (FIN -190) with attached backup documentation for your review and appropriate signature. - Three copies of the Project Close -Out Report for your review and appropriate signature. Remarks: Please have Mr. Wickham sign four copies of each Form FIN -190 (both pages), two copies of the Project Close-out Report and return to me for distribution to the funding agencies. I will also need a copy of the Revised Form 271 after the withdrawal has been complete, so that I may prepare the quarterly report required by the FAA. If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. Theresa M. Hopkins Grants Administrator Enclosures PROJECT CLOSEOUT REPORT Airport Sponsor: Town of Southold AIP Project No: 3-36-0029-08-93 Brief Description Runway 7-25 & 12-30 Overlay (Const) Sponsor's Administrative Costs Amount of administrative costs associated with this project ENGINEERING/FORCE ACCOUNT (A) DESIGN $266.64 Consultant C&S ENGINEERS, INC. Date Approved (FAA) RW 12-300verlay (Design) was funded from AIP 06-92 Amount Approved (FAA) RW 7-25 Overlay (Design) was funded from AIP 07-92 Actual Cost Incurred $0.00 (B) INSPECTION Consultant Date Approved (FAA) Amount Approved (FAA) Actual Cost Incurred (C) MISCELLANEOUS Consultant Date Approved (FAA) Amount Approved (FAA) Actual Cost Incurred C&S ENGINEERS, INC. 09/09/93 $130,910 $130,660.00 CONTRACT DRAWINGS AND SPECIFICATIONS Certification (Sponsor) date (s) 06/28/93 CONTRACTOR INFORMATION Contractor Bourgeois & Shaw Incorporated 16 Sand Hill Road Simsbury, CT 06089 Bid Opening date 08/18/93 Award of contract date 09/09/93 Date FAA concurred 09/18/93 Notice to Proceed date 10/19/93 Contract Completion date 10/25/94 Actual Completion date 10/25/94 Final Inspection date 11/30/94 Acceptance of work date 11/30/94 $130,660.00 $0.00 + • lk FINANCIAL INFORMATION (do not reflect federal participation) (1) Alternate No. 1 Total contract amount $1,429,543.10 Less FAA ineligible amount $0.00 Total eligible FAA amount $1,429,543.10 (2) Change Order (s)/Supplemental Agreement(s)0 NO DATE APPROVED TOTAL COST ELIGIBLE AMOUNT (FAA) 1 &FIN 01/17/95 ($201,119.02) ($201,119.02) Total FAA Eligible $1,228,424.08 (3) Miscellaneous Costs (i.e. Liquidated damages, Legal fees) Total miscellaneous cost $0.00 (4) Total eligible construction cost '%-� �-3 aj,-, J W. Cochran Town Supervisor $1,228,424.08 ate 11. STATUS OF FUNDS Approved by Office of Management and PAGE (a) Budget No. 80-RO181 1 OF 1 PAGES LETTER OF CREDIT 1. TYPE OF REQUEST 2. BASIS OF REQUEST CLASSIFICATION R FINAL ❑ PARTIAL ® CASH 11 ACCRUAL 3. FEDERAL SPONSORING AGENCY AND ORGANIZATIONAL4. FEDERAL GRANT OR OTHER 6. A L QUEST NO. WHICH THIS REPORT IS SUBMITTED IDENTIFYING NUMBER ASSIGNED BY FEDERAL AGENCY EIGHT & FINAL Federal Aviation Administration - N.Y.A.D.O. 3-36-0029-08-93 $0.00 6. EMPLOYER IDENTIFICATION NO. 7. RECIPIENT ACCOUNT OR OTHER PERIOD COVERED BY THIS REPORT $0.00 IDENTIFYING NUMBER FROM (Month, day, year) TO (Month, day, year) 11-6003307 N/A 8/4/95 12/31/95 9. RECIPIENT ORGANIZATION 10. PAYEE (Where check should be sent It different than item 8) Name: TOWN OF SOUTHOLD Name: TOWN HALL, 53095 MAIN ROAD e. Other architectural engineering fees No. and P.O. BOX 1179 No. and Letter of Credit No. 69002-082 Street., SOUTHOLD, NY 11971 Street., city, city, FA EA No. 93-249 State and State and ZIP Code: ZIP Code: 11. STATUS OF FUNDS 271-102 STANDARD FORM 271 (7-76) Prescribed by Office of Management and Budget Cir. No. A-110 PROGRAMS - FUNCTIONS - ACTIVITIES (a) (b) (c) CLASSIFICATION RUNWAY 7-25 & 12-3 TOTAL OVERLAY (Construction) a. Administrative expense $266.64 $0.00 $0.00 $266.64 b. Preliminary expense $0.00 $0.00 $0.00 $0.00 c. Land, structures, right-of-way $0.00 $0.00 $0.00 $0.00 d. Architectural engineering basic fees $0.00 $0.00 $0.00 $0.00 e. Other architectural engineering fees $0.00 $0.00 $0.00 $0.00 f. Project inspection fees $130,660.00 $0.00 $0.00 $130,660.00 g. Land development $0.00 $0.00 $0.00 $0.00 h. Relocation expense $0.00 $0.00 $0.00 $0.00 i. Relocation payments to individuals and businesses $0.00 $0.00 $0.00 $0.00 j. Demolition and removal $0.00 $0.00 $0.00 $0.00 k. Construction and project improvement cost $1,228,424.08 $0.00 $0.00 $1,228,424.08 I. Equipment $0.00 $0.00 $0.00 $0.00 m. Miscellaneous cost $0.00 $0.00 $0.00 $0.00 n. Total cumulative to date (sum of lines athru m) $1,359,350.72 $0.00 $0.00 $1,359,350.72 o. Deductions for program income $0.00 p. Net cumulative to date (Line In minus line o) $1,359,350.72 $0.00 $0.00 $1,359,350.72 q. Federal share to date $1,223,415.65 $0.00 $0.00 $1,223,415.65 r. Rehabilitation grants (100% reim- bursement) s. Total Federal share (sum of lines q and r) $1,223,415.65 $0.00 $0.00 $1,223,415.65 t. Federal payments previously re- quested $1,219,602.00 $0.00 $0.00 $1,219,602 u. Amount requested for reimbursement $3,813.65 $0.00 $0.00 $3,813.65 v. Percent of physical completion of project 100.0%1 0.0%1 0.0% 10_0.0% The "Special Condition page in the federal grant state: a. RECIPIENT1"'`'- SIGNATURE OF AUTHORIZED CERTIFYING OF ` .'t"wzA' DATE REPORT SUBMITTED �� TYPE1AJ3 PRINTEDNAMEAND TITLE TELEPHONE NO. "The Sponsor agrees to request cash draw downs on the letter of credit TOWN SUPERVISOR (516) 765-1800 only when actually needed for its disbursements and to timely reporting of such disbursements as required. It is understood that failure to adhere to this provision may cause the letter of credit to be revoked." b. Representative certifying to line 11v. SIGNATUREi OF AUTHORIZED CERTIFYING OFFICIAL 1r % / DATE REPORT SUBMITTED - j.,, J �J ' TYPED OR PRINTED NAME A TI I L VF, CSS ENGINEERS INC. TELEPHONE NO. THERESA M. HOPKINS GRANTS ADMINISTRATOR (315) 455-2000 271-102 STANDARD FORM 271 (7-76) Prescribed by Office of Management and Budget Cir. No. A-110 FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. 0913.08 SUMMARY OF FEDERAL ELIGIBLE PROJECT COSTS PROGRAM NO. 1 ----------------------------------------------- 01/09/96 211.006.003 FEDERAL GRANT ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE AGREEMENT AMOUNTS FEDERAL ELIGIBLE FEDERAL ELIGIBLE PARTICIPATING a. ADMINISTRATIVE EXPENSE ......................... $3,000.00 $3,000.00 $266.64 $0.00 b. PRELIMINARY EXPENSE ............................ $0.00 $0.00 $0.00 $0.00 c. LAND, STRUCTURES, RIGHT-OF-WAY ................. $0.00 $0.00 $0.00 $0.00 d. ARCHITECTURAL ENGINEERING BASIC FEES........... $0.00 $0.00 $0.00 $0.00 e. OTHER ARCHITECTURAL ENGINEERING FEES........... $0.00 $0.00 $0.00 $0.00 f. PROJECT INSPECTION FEES ........................ $130,910.00 $130,910.00 $130,660.00 $0.00 g. LAND DEVELOPMENT ............................... $0.00 $0.00 $0.00 $0.00 h. RELOCATION EXPENSE ............................. $0.00 $0.00 $0.00 $0.00 i. RELOC PAYMENTS TO INDIV AND BUSINESSES......... $0.00 $0.00 $0.00 $0.00 j. DEMOLITION AND REMOVAL ......................... $0.00 $0.00 $0.00 $0.00 k. CONSTRUCTION AND PROJECT IMPROVEMENT COST...... $1,429,543.00 $1,429,543.10 $1,228,424.08 $0.00 1. EQUIPMENT ...................................... $0.00 $0.00 $0.00 $0.00 m. ------------------------------------------------------------------------------------------------------------------------------------- MISCELLANEOUS COST ............................. $2,000.00 $2,000.00 $0.00 $0.00 TOTAL FEDERAL COSTS $1,565,453.00 $1,565,453.10 $1,359,350.72 $0.00 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 01/09/96 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 -------------------------------- * Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $130,660.00 $110,201.27 $0.00 0 RETAINAGE TO DATE: ($0.00) SUBTOTAL: $130,660.00 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING * 11/24/93 $5,358.68 $4,734.61 $0.00 * 01/21/94 $576.39 $475.41 $0.00 * 02/17/94 $934.95 $803.39 $0.00 * 03/14/94 $742.23 $637.79 $0.00 * 04/14/94 $7,614.34 $6,581.80 $0.00 * 04/28/94 $14,702.73 $12,953.23 $0.00 * 05/25/94 $23,576.93 $20,608.99 $0.00 * 06/22/94 $33,860.29 $30,831.82 $0.00 * 07/21/94 $12,754.90 $12,160.12 $0.00 * 08/12/94 $2,819.69 $2,518.30 $0.00 * 10/14/94 $2,411.51 $2,072.19 $0.00 * 11/16/94 $5,077.36 $4,375.98 $0.00 * 12/22/94 $5,357.50 $4,692.06 $0.00 * 02/24/95 $4,005.15 $3,490.66 $0.00 * 03/13/95 $983.93 $846.27 $0.00 * 07/31/95 $2,401.55 $2,418.65 $0.00 * 08/04/95 $3,248.11 $0.00 $0.00 12/31/95 $4,233.76 $0.00 $0.00 Account Number ............. Invoice #..512152p.�G�.�. .... Date.. �J.,19.95. ...... TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: or Social Security Number: C S...........1375A18940............. ... EnInc.Inc. ......... Payee Reference: Address: 1099 AIRPORT BOULEVARD .................................... ?.OI�TH SYRti ;E- .......... Phone No. (....)...................... . . , - _ rC�TSE; w ►11 YORK 13 212 Vendor Contact Cash Discount ..................% .........Days .................................... Item Description of Material/Service Quantity Unit Amount No. Price ILE#211.006.003 . R11V 7-25 & 12-30 FISHER TST.Aun AT OR RETAINAGE WITHHELD AND OVERHEAD ADJUSTME T Total 4 233.7 Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing C S 1neer Inc . DECEMBER 31, 95 X tc clt o';' &� Dated ...... ...................... .19 .... . j, . - � �-�/� _ Si nature L Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 TOWN OF SOUTHOLD INV. DATE: TOWN OF SOUTHOLD INVOICE #: FISHERS ISLAND FERRY DISTRICT PROJECT #: FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF R/W 7-25 & 12-30 EST. COST: FISHER ISLAND AIRPORT FIXED FEE: INSPECTION SERVICES TOTAL : OVERHEAD ADJUSTMENT DIRECT LABOR OVERHEAD ADJUSTMENT (1993) (146.70%) 1,342.40 1,969.30 (1994) (152.70%) 27,089.50 41,365.67 (1995) (145.00%) 1,530.40 2.219.08 TOTAL AMOUNT OF ADJUSTED OVERHEAD 45,554.05 LESS: BILLED OVERHEAD (29,962.30 X 145%) 43.445.34 TOTAL AMOUNT OF OVERHEAD LESS: AMOUNT EXCEEDING CONTRACT TOTAL AMOUNT OF OVERHEAD DUE RETAINAGE 100% RETAINAGE X 6,496.22 6,496.22 LESS: BILLED RETAINAGE 3.248.11 AMOUNT DUE THIS INVOICE 12/31/95 512152 211.006.003 115,697.00 15,213.00 130,910.00 2,108.71 1.123.06 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 01/09/96 RUNWAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 ----------------------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $1,228,424.08 $1,228,424.08 $0.00 RETAINAGE TO DATE: $0.00 $0.00 SUBTOTAL: $1,228,424.08 $1,228,424.08 NON- DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING * 05/25/94 $489,568.14 $489,568.14 $0.00 * 06/30/94 $621,698.85 $621,698.85 $0.00 * 09/08/94 $35,644.00 $35,644.00 $0.00 * 12/13/94 $81,513.09 $81,513.09 $0.00 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 01/09/96 RUNWAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 ADMINISTRATIVE EXPENSE ANALYSIS PROGRAM NO. 1 ----------------------------------- indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: ------------------------------------------------------------------------ $266.64 $266.64 $0.00 ------------------------------------------------------------------------ FEDERAL STATE NON- DATE ELIGIBLE ELIGIBLE PARTICIPATING * 05/24/94 $126.48 $126.48 $0.00 * 05/31/94 $140.16 $140.16 $0.00 AC 5033 DEPARTMENT OF TRANSPORTATION (Number I K-550491 I tI--------------- Appr(,aved State MUNICIPAL CORPORATION APPLICATION FOR PAYMENT (Certificate I -----------------I I I Comptroller (Number I SIX & FINAL I --------------------------------------------------------------------------------------------------------------------------------------I (PAYEE (Name,Address and Zip Code) I FINANCIAL STATEMENT i (TOWN OF SOUTHOLD ICOST OF WORK PERFORMED TO DATE: 12/31/95 I ITOWN HALL, 53095 MAIN ROAD I I IP.O. BOX 1179 1 1. Total Expended $1,338,891.99 1 ISOUTHOLD, NY 11971 1 2. Less nonparticipating $0.00 1 I-------------------------------------------------------------------1 3. Eligible Cost $1,338,891.99 1 IPayee-Employer Identification No. I Org. Code 1 4. Less Federal Share $1,205,002.79 1 1 11-6003307 1 BOO 1 5. Project Cost $133,889.20 1 I------------------------------------------------=------------------1 6. 100% of Project Cost $133,889.20 1 I GRANT AGREEMENT 1 7. State Share at 50% $66,944.60 1 (State Number 0913.08 Max. State Amt. $78,273 1 8. Total prior requests $63,597.37 1 (Federal Number 3-36-0029-08-93 Max. Fed. Amt. $1,408,908 1 9. Amount requested $3,347.23 1 I 1 ------------------------------------------------------------------------------------------------------------------------------------- I In accordance with the provisions of the Grant Agreement, the Municipal Corporation applies for payment as follows: I I--------------------------------------------------------------------------------------------------------------------------------------I I I A I B I C I D I E I F I G I I I ELIGIBLE I FEDERAL I PROJECT I PRIOR I CURRENT 1 95% OF I STATE FUNDS I I DESCRIPTION i COST I SHARE I COST I PROJECT I PROJECT I CURRENT I REQUESTED I I I INCURRED 1 I (A -B) I COSTS I COSTS (C -D) I COSTS* 1 (50% OF F)* I I ----------------- I I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I EQUIPMENT 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I LAND 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I CONSTRUCTION 1 $1,228,424.08 1 $1,105,581.67 1 $122,842.41 1 $116,700.29 1 $6,142.12 1 $0.00 1 $3,071.06 1 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I ENGINEERING 1 $110,201.27 1 $99,181.14 1 $11,020.13 1 $10,469.12 1 $551.01 1 $0.00 1 $275.50 1 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I OTHER 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- 1 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 I ----------------- I 1 $0.00 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ADMINISTRATION 1 $266.64 1 $239.98 1 $26.66 1 $25.33 1 $1.33 1 $0.00 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I -----=----------- I 1 $0.67 1 I TOTALS 1 $1,338,891.99 1 $1,205,002.79 1 $133,889.20 1 $127,194.74 1 $6,694.46 1 $0.00 -------------------------------------------------------------------------------------------------------------------------------------I 1 $3,347.23 1 I *DO NOT USE COLUMN F WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT I-------------------------------------------------------------------------------------------------------------------------------------I I I CERTIFICATION OF MUNICIPAL CORPORATION I II certify that according to my knowledge and belief all items and amounts shown on the face of this application for payment are Icorrect, all work has been performed and or all materials supplied; that the contractors who have performed work on this project I shave complied with all of the provisions of Section 220 of the New York State Labor Law and that affidavits to that effect covering I Ithe payroll period through 12/31/95 are in file in my office; that the foregoing is a true and correct statement I lof the project account up to and including the last day of the period covered by this application. I I IDate:�� Signature: Title: TOWN SUPERVISOR I ------------------------------------ U ----------------------------------------------------------------------------------------------I II INEW YORK STATE USE Deduct Ineligible Items per Schedule Attached $ I 1 Approved Amount $ 1-------------------------------------------------------------------------------------------------------------------------------------I i (AVIATION DIVISION CERTIFICATION - DEPT. OF TRANSPORTATION 1APPR0VED AS TO FUNDS AVAILABLE I ITo the best of my knowledge and belief, this claim is correct and (AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION I Ijust, and is approved for payment I [Date By (Date By I-------------------------------------------------------------------------------------------------------------------------------------I ! I I PROJECT NUMBER I REQUEST I PAYMENT I (Dept, of Transp. (State (Number (Interim i (Voucher Number (Federal (Date ISemi-final I Final I I D.O.T. I I I I FNCUMBRANCE LIQUIDATION I ! PROJECT IDENT. NO. ! I ACCOUNT I EXPENDED ICHAR I OBJ.1----------------- I ----------------- I I -------------------------- I S I I NUMBER I AMOUNT I I I CONTRACT I AMOUNT I FUNCTION I MAJOR I SUB I U I I 1 I I I NUMBER I I I I------------------------I-----------------I-----I-----I-----------------I-----------------I----------I-----------------1--------I----1 I I F I 113 21122 31132 33134 35136 41142 51155 58160 1 I------------------------I-----------------I-----I-----I-----------------I-----------------I----------I-----------I-----I--------I----1 65166 68169701 I ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I 1------------------------ I----------------- I-----I-----I----------------- i----------------- I ' ' I I I ---------- I ----------- 1--•--I--------I----I t ' ' ' ' ' ' ' ' I I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I------------------------I-----------------I-----I-----I-----------------I----------------- I ' ' I I I ---------- I-----------I-----I--------I I ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' t 1 1 1701 1 ' ' ' I I------------------------I-----------------I-----I-----I-----------------I----------------- ----I I ' ' I I I ---------- I-----------I-----I--------I ' ' ' ' ' ' ' ' I I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I ------------------------I-----------------I-----I-----I-----------------I----------------- ----I I ' ' I 1 I ---------- I-----------I-----I--------I 1 ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I --------------------------------------------------------------------------------------------------------------------------------------- ----I I ' ' I I Department Copy _ _0IA1G yr Rce ivan rim AC 5033 DEPARTMENT OF TRANSPORTATION (Number i K-550491 1 . . - I--------------- I-----------------i Approved State MUNICIPAL CORPORATION APPLICATION FOR PAYMENT (Certificate I I Comptroller (Number I FIVE I --------------------------------------------------------------------------------------------------------------------------------------I (PAYEE (Name,Address and Zip Code) I FINANCIAL STATEMENT I ITOUN OF SOUTHOLD ICOST OF WORK PERFORMED TO DATE: 12/31/95 I (TOWN HALL, 53095 MAIN ROAD I I IP.O. BOX 1179 1 1. Total Expended $1,338,891.99 1 ISOUTHOLD, NY 11971 1 2. Less non-participating $0.00 1 I-------------------------------------------------------------------1 3. Eligible Cost $1,338,891.99 1 IPayee-Employer Identification No. I Org. Code 1 4. Less Federal Share $1,205,002.79 1 I 11-6003307 1 B00 15. Project Cost $133,889.20 1 -------------------------------------------------------------------1 6. 95% of Project Cost $127,194.74 1 I GRANT AGREEMENT 1 7. State Share at 50% $63,597.37 1 IState Number 0913.08 Max. State Amt. $78,273 1 8. Total prior requests $63,053.61 1 (Federal Number 3-36-0029-08-93 Max. Fed. Amt. $1,408,908 1 9. Amount requested $543.76 1 1------------------------------------------------------------------------------------------------------------------------------------- I I In accordance with the provisions of the Grant Agreement, the Municipal Corporation applies for payment as follows: I I-------------------------------------------------------------------------------------------------------------------------------------I I I A I B I C I D I E I F I G I I I ELIGIBLE I FEDERAL I PROJECT I PRIOR I CURRENT 1 95% OF I STATE FUNDS I I DESCRIPTION I COST I SHARE I COST I PROJECT I PROJECT I CURRENT I REQUESTED I I I INCURRED I I (A-B) I COSTS I COSTS (C-D) I COSTS* 1 (50% OF F)* I _ I------------------- I--------------- I--------------- I--------------- I--------------- I--------------- I--------------- I-----------------I I EQUIPMENT 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 i------------------- I--------------- I--------------- I--------------- I--------------- I--------------- I--------------- I-----------------I I LAND 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I------------------- I--------------- I--------------- I--------------- I--------------- I--------------- I--------------- I-----------------I I CONSTRUCTION 1 $1,228,424.08 1 $1,105,581.67 1 $122,842.41 1 $122,842.41 1 $0.00 1 $0.00 1 $0.00 1 I------------------- I--------------- I--------------- I--------------- I--------------- I--------------- I--------------- I-----------------I I ENGINEERING 1 $110,201.27 1 $99,181.14 1 $11,020.13 1 $9,875.36 1 $1,144.77 1 $1,087.53 1 $543.76 1 I------------------- I--------------- I--------------- I--------------- I--------------- I--------------- I--------------- I-----------------I i OTHER 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I-------------------I--------------- I--------------- I--------------- I--------------- I--------------- I--------------- I-----------------I I i $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I-------------------I--------------- I--------------- I--------------- I--------------- I--------------- I--------------- I-----------------I I ADMINISTRATION 1 $266.64 1 $239.98 1 $26.66 1 $26.66 1 $0.00 1 $0.00 1 $0.00 1 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I TOTALS 1 $1,338,891.99 1 $1,205,002.79 1 $133,889.20 1 $132,744.43 1 $1,144.77 1 $1,087.53 1 $543.76 1 I-------------------------------------------------------------------------------------------------------------------------------------I I *DO NOT USE COLUMN F WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT I I-------------------------------------------------------------------------------------------------------------------------------------I 1 CERTIFICATION OF MUNICIPAL CORPORATION i II certify that according to my knowledge and belief all items and amounts shown on the face of this application for payment are I Icorrect, all work has been performed and or all materials supplied; that the contractors who have performed work on this project I (have complied with all of the provisions of Section 220 of the New York State Labor Law and that affidavits to that effect covering I Ithe payroll period through 12/31/95 are in file in my office; that the foregoing is a true and correct statement I lof the project account up to an ncluding the last day of the period covered by this application. I I j I (Date: / � Signature: w-- Title: TOWN SUPERVISOR I ----------------------------------(J_-------------------------------------------------------------------------------------------------I INEW YORK STATE USE Deduct Ineligible Items per Schedule Attached -$ I I Approved Amount $ I 1-------------------------------------------------------------------------------------------------------------------------------------I (AVIATION DIVISION CERTIFICATION - DEPT. OF TRANSPORTATION (APPROVED AS TO FUNDS AVAILABLE I ITo the best of ■y knowledge and belief, this claim is correct and 1AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION I (just, and is approved for payment I I IDate By IDate By I I-------------------------------------------------------------------------------------------------------------------------------------I i I PROJECT NUMBER I REQUEST I PAYMENT I (Dept. of Transp. IState (Number IInteri■ I (Voucher Number (Federal (Date (Semi-final Final I I I I D.O.T. I I I I ENCUMBRANCE LIQUIDATION I I PROJECT IDENT. NO. I I I ACCOUNT I EXPENDED ICHAR I OBJ.1----------------- I ----------------- I I -------------------------- I S I I NUMBER I AMOUNT I I I CONTRACT I AMOUNT I FUNCTION I MAJOR I SUB I U I I I I I I NUMBER I I I I I F I I------------------------I-----------------I-----I-----I-----------------I-----------------I----------I-----------------I--------I----1 113 21122 31132 33134 35136 41142 51155 58160 1 65166 68169701 1------------------------I-----------------I-----I-----I-----------------I-----------------I----------I-----------I-----I--------t----I I ' ' ' ' ' ' ' ' I I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I ' I ' ' i I I------------------------I-----------------I-----I-----I-----------------I----------------- I ---------- I-----------I-----I--------I ----I I ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I ' ' I I I------------------------ I----------------- t -----1-----I----------------- I----------------- I ---------- I ----------- I-----I--------I----) I ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I ' ' I I I------------------------I-----------------i-----I-----I-----------------I----------------- I ---------- I-----------I-----I--------I ----I I ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' i I ' ' I I I------------------------I-----------------I-----I-----I-----------------I----------------- I ---------- I-----------I-----I--------I ----I I ' ' ' ' ' ' ' ' I I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I ' ' I I --------------------------------------------------------------------------------------------------------------------------------------- Department Copy FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 8 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. 0913.08 SUMMARY OF STATE ELIGIBLE PROJECT COSTS PROGRAM NO. 1 --------------------------------------------- 01/09/96 211.006.003 ESTIMATED TOTAL COST ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE FEDERAL ELIGIBLE STATE ELIGIBLE STATE ELIGIBLE PARTICIPATING a. EQUIPMENT ...................................... $0.00 $0.00 $0.00 $0.00 b. LAND ........................................... $0.00 $0.00 $0.00 $0.00 c. CONSTRUCTION ................................... $1,429,543.10 $1,429,543.10 $1,228,424.08 $0.00 d. ENGINEERING .................................... $130,910.00 $111,085.00 $110,201.27 $0.00 e. OTHER .......................................... $2,000.00 $2,000.00 $0.00 $0.00 f. ------------------------------------------------------------------------------------------------------------------------------------- ADMINISTRATION ................................. $3,000.00 $3,000.00 $266.64 $0.00 TOTAL STATE COSTS $1,565,453.10 $1,545,628.10 $1,338,891.99 $0.00 WORK PERFORMED TO: 12/31/95 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 01/09/96 RUNWAY 7-25 8 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 --------------------------------------------- * Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $1,228,424.08 $1,228,424.08 $0.00 RETAINAGE TO DATE: $0.00 $0.00 SUBTOTAL: $1,228,424.08 $1,228,424.08 NON- DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING * 05/25/94 $489,568.14 $489,568.14 $0.00 * 06/30/94 $621,698.85 $621,698.85 $0.00 * 09/08/94 $35,644.00 $35,644.00 $0.00 * 12/13/94 $81,513.09 $81,513.09 $0.00 A . FISHERS ISLAND AIRPORT - ELIZABETH FIELD 01/09/96 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 -------------------------------- * Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $130,660.00 $110,201.27 $0.00 RETAINAGE TO DATE: $0.00 SUBTOTAL: $130,660.00 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING * 11/24/93 $5,358.68 $4,734.61 $0.00 * 01/21/94 $576.39 $475.41 $0.00 * 02/17/94 $934.95 $803.39 $0.00 * 03/14/94 $742.23 $637.79 $0.00 * 04/14/94 $7,614.34 $6,581.80 $0.00 * 04/28/94 $14,702.73 $12,953.23 $0.00 * 05/25/94 $23,576.93 $20,608.99 $0.00 * 06/22/94 $33,860.29 $30,831.82 $0.00 * 07/21/94 $12,754.90 $12,160.12 $0.00 * 08/12/94 $2,819.69 $2,518.30 $0.00 * 10/14/94 $2,411.51 $2,072.19 $0.00 * 11/16/94 $5,077.36 $4,375.98 $0.00 12/22/94 $5,357.50 $4,692.06 $0.00 02/24/95 $4,005.15 $3,490.66 $0.00 03/13/95 $983.93 $846.27 $0.00 07/31/95 $2,401.55 $2,418.65 $0.00 08/04/95 $3,248.11 $0.00 $0.00 12/31/95 $4,233.76 $0.00 $0.00 r x DEC94 Account Number ............. Invoice-�.....412120 ........ Date....EMBER 22............19.......... . TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: C&S ENGINEERS, INC. or Social Security Number: 13-5318940 .................................... ........I............................. Payee Reference: Address: .................................... . 10.99AIRPORT .BOULEVARD .......... Phone No. (....)....................... XQUU..S.YRACUSE,. NEW. Y.OU. 1.3212. Vendor Contact Cash Discount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount PROJECT NO. 211.006 CONTRACT NO. 003 RE: FISHER ISLAND AIRPORT R/W 7-25 & 12-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES PERFORMED FROM NOVEMBER 5, 1994 THROUGH DECEMBER 2, 1994. $ 5,639.4 LESS: 5% RETAINAGE 281.9 Tota l $ 5,.35-1.5 Discount Net $ 5,357.5 The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. DECEMBER 22, - Dated .............................. .19 9� ..... � �. ()tu- gnatu re TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT R/W 7-25 & 12-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 11/05/94 THROUGH 12/02/94 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 150 TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE cas Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 12/22/94 INVOICE #: 412120 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 THIS INVOICE 1,412.20 2,047_69 3,459.89 .00 3,459.89 1,444.00 4,903.89 735.58 5,639.47 281.97 5,357.50 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 S A L A R Y & E X P E N S E D E T A I L SALARIES BASED ON MULTIPLIER cas Engineers, Inc. 1099 Airport Boulevard. North Syracuse. New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 12/22/94 INVOICE #: 412120 PROJECT#: 211.006.003 CLIENT REF: OTHER EXPENSES HOURS RATE PREM AMOUNT SENIOR PROJECT ENGINEER CLARK, BRUCE 25.00 24.2000 605.00 DESIGNER 958.00 1.0000 958.00 MASTROPAOLO, DAVID A 4.00 15.9000 63.60 INSPECTION SUPERVISOR 37.00- 1.0000 37.00- CERRETANI, LAWRENCE 18.00 28.0000 504.00 SENIOR INSPECTOR ** Total Project 211.006.003 2,856.20 FEHRMAN, GREGORY J. 11.00 18.8000 206.80 SR.INSPECTOR WILDS, KAREN D. 2.00 16.4000 32.80 -------- 60.00 ---------- ---------- 1,412.20 OTHER EXPENSES COST/QTY RATE AMOUNT TRAVEL & SUBSISTENCE CLARK, BRUCE 523.00 1.0000 523.00 FEHRMAN, GREGORY J. 958.00 1.0000 958.00 MISCELLANEOUS OTHER DIRECT EXPENSE Alexander & Alexander Inc. 37.00- 1.0000 37.00- ------------ 1,444.00 ** Total Project 211.006.003 2,856.20 CaloCerinos &Spina EXPENSE REPORT SUMMARY Engineers, P.C. ! DACE; o/ / EMPLOYEE NAME : qp (PRINT) �S I DEPARTMENT NAME: PERIOD SHEET: OF Z [FROM : 0- ¢ TO : (�5i SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT. USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT Y DATE �►-r-.�.-o`er �" 3` RV R DATE n 1 PARTNER DATE .ACCO NTINa`\ ` C. _ DATE `-\�(( v U\�., C7�'`p oo t 1b- 00(0 ab - s'� OC) 6 TOTAL PPD. OR CREDIT CARD EXPENSETOTAL OUT OF POCKET EXPENSE, 10 03 6rjo TOTAL EXPENSE ADVANCE ADVANCE TE ADVANCE TE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE DUE COMPANY `o'I BALANCE DUE EMPLOYEE REMARKS 1 moggUMII GRAND TOTAL �''�h °I���II L'� "�I f �'hf 11111' 9", 11,71111''I°'I'�I9„' f'f'f II I IT 111 I” 911 1' 1 11 II VIII I III III 11 III 111 �I I II �E� I I I i I 1111111 II I II I II III I 111IA i I III I II I III II II I II I III I I 1111 11111 11111 1 111111111111 1111111 11111111 1111 1 11 1 1111111 1 1111 1111 1 11 111 1111 T tyf: T r,�` 1. i C i _i�zf! {Rj[}� IN 121 +tir'y,r._i=L } LCi t �'-�t•j is AFL j+.yt*i 4ii2v i'•.i Zi y� ♦ .r} tiL7Prr {r �' CT 863"Dj t .•1 !t imivc L j4AA4P4y hr .:i E l L; {: — T fl:r nYs ytr -:At T tyf: T r,�` 1. i C i _i�zf! {Rj[}� IN 121 +tir'y,r._i=L } LCi t �'-�t•j is AFL j+.yt*i 4ii2v i'•.i Zi y� ♦ .r} tiL7Prr {r �' CT 863"Dj t .•1 !t imivc L j4AA4P4y hr .:i E l L; {: — T fl:r nYs ytr y .... _...,,._ _..,__....<..�,,.... _,...�__..�..r,.__....... GUEST COY 1:?o6'-ip4t10n 'n fe 7' r s t° ,r�i0i+? ;:.i,f=�rtGE 44' 37ATc OCCUPANCY TAX ROOM CHARGE RC ---,-;l CHARGE 44. Z STATE OCCUPANCY TAX RGG+1 CHARGE 5.— .EBalance BalanceDue: 98.56 ,. Direct Bill Si gnature I a ^ee that ny Iiab ty for .ifs bill is not wai-ad. nlm y .... _...,,._ _..,__....<..�,,.... _,...�__..�..r,.__....... GUEST COY t C. m TyC 4 :', - 2 1 q 1 €=ayment BC 4EEjS 9014 464848 Exp: 04196 Date D e s c'r i p t i o rti - �.""" `.."—•�R e f e i� ri c "`" "..`"...;"` "Ro iS m Ch r� a 5�r C r e ci i -t CC.-,- 17 ROOM CHARGE 44.0. 0 OCT 17 STATE OCCUPANCY i me eft: "� 48 w.'�I � _-..1LL div'_. ROOM CHARGE 44.00 CC- 16 it . -. 7:2 7 : _•::] CCT 1 ROOM CHARGE 44.00 007 19 STATE OCCUPANCY 1 5.2a OCT "b ROOM CHARGE 44.00 CCT 32101 STATE OCCUPANCY TAX 5 . 'S t C. m TyC 4 :', - 2 1 q 1 €=ayment BC 4EEjS 9014 464848 Exp: 04196 Date D e s c'r i p t i o rti - �.""" `.."—•�R e f e i� ri c "`" "..`"...;"` "Ro iS m Ch r� a 5�r C r e ci i -t CC.-,- 17 ROOM CHARGE 44.0. 0 OCT 17 STATE OCCUPANCY TAX 5.29 OCT 1• ROOM CHARGE 44.00 CC- 16 STATE OCCUPANCY TAX 5.E3 CCT 1 ROOM CHARGE 44.00 007 19 STATE OCCUPANCY TAX 5.2a OCT "b ROOM CHARGE 44.00 CCT 32101 STATE OCCUPANCY TAX 5 . 'S Balance Due 197. 12 Direct Bill Signature: I agree what sy liability for this bill. is not waived. GUEST COPY Hku [F] 'A II III III 1 .LIIII� Lll�ll�llllllllll ILI I, II ,I IIIIV,1111111111 SIIII,IIIIuII llll �ulllluVl C("'S Galo serinos & Spina EXPENSE REPORT Eng, InC DATE: EMPLOYEE NAME:f (PRINT) N• DEPARTMENT NAME: l dN PERIOD SHEET: OF Z FROM: L TO: /Q - DATE NATURE OF EXPENSE PROJECT NAME AND/OR BUSINESS UR►O S (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED . BY NAME . COMPANY i TITLE) ALLOCATION OF EXPENSE CLAIMED ACCOUNTING DEPT.ONLY AMOUNT OF EXPENSE ITEM LOCATION P.D. MISC. T. & ' PONASE ACCOUNT NO. TYPE PPD. OR CC. OUT OF P 10-13 _ 9 � �Z �t� ly9 006 Oct �1 v leo 11 5� ley 006 o 2 (o I b- l�`i yew ' I cr�-yyu -TSI— - " Zz Z I t 00(o 3, 6o W -u 5y 2t1 dO6 ova 6N� 2% _ ( 0 60 Gv� �JC9Z o-L�-s 2 l 00 6� Ud3 2 6 ►,s _. • STANDARD FORM 291-A TOTAL TO BE ACCOUNTED FOR 1 �V L N. LIN IIIIII.NILI,,IIdiJIII I II.I. I�NIIIII IIJ ,I,,IIIJ Illy l llll,IIII III N I IV J.. III VIII IILII!Ili� I�Illl1� ��iii.s! W,w, (_i Isi Engineers, Inc. UAIL EXPENSE REPORT SUMMARYI ____ �__ LL 6 Li EMPLOYEE NAME : (PRINT)2 DEPARTMENT NAME: P RIOD FROM : TO ; 13 SHEET : { OF -f-- SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT. USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT i E L EE D7►TE SUPERVISOR DATE PARTNER DATE ACCOUNTING DATE 1 ` AL PPD. OR TT CREDCARD EXPENSE TOTAL OUT OF POCKET EXPENSE. SG `� TOTAL EXPENSE Z ADVANCE ATE ADVANCE TE ADVANCE ATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE BALANCE DUE COMPANY DUE EMPLOYEE REMARKS iiI - I GRAND TOTAL <� < f Laocerinos & spina EXPENSE REPORT �"i Engineers, Inc, rEMPLOYEE NAME:T) (PRINt DEPARTMENT NAME: PERIOD SHEET. �_ pp �- FROM: TO: DATE NATURE OF EXPENSE PROJECT NAME AND: OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER- PERSONS INVOLVED , BY NAME , COMPANY A TITLE) ALL0fCAAON OF EXPENSE CLAIMED A C NTINO DEPT. ONLY AMOUNT OF EXPENSE ITEM LOCATION P.D. MISC. pR N OOT. i PHASE2-11 ACCOUNT NO. CARD TYPE PPD. OR CC. OUT OF Pf Sz 31ANDARD FORM 231-A TOTAL TO BE ACCOUNTED FOR �C'Z COMAxenow TKNVM jam wrnwNranAts MUCE See below for Airline Foral, Soft Nmber r E gj,no g p M. uu fWW0MM-MffWMMM- ALLOW ri I mm� F F I 71*1. ­' : F: kill. 7"1 6­44"t'i AR FAOII CAI,gAA1gM-Jew MCI TAX AX AX POM OF PA cm 7762530697 5 own" M See below for Airline Foral, Soft Nmber r E gj,no g p M. uu fWW0MM-MffWMMM- ALLOW ri I mm� F F I 71*1. ­' : F: kill. 7"1 6­44"t'i f Account Number ............. Invoice #..502109 . , Date. ,FEBRUARY 24 19 95 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: C&S ENGINEERS, INC. or Social Security Number: 13-5318940 .................................... ...................................... Payee Reference: Address: .................................... 1099 AIRPORT BOULEVARD Phone No. (....)....................... . , NORTH..SY9,AC.USE,..NEW. YORjC, 1, ZJ2 Vendor Contact Cash Discount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount FILE#211.006.003 RE: FISHER ISLAND AIRPORT R/W 7-25 & 12-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES PERFORMED FROM DECEMBER 3, 1994 THROUGH FEBRUARY 10, 1995. $4215.9 LESS: 5% RETAINAGE 210.8C Total $4005.1-'- 4005.1Discount Discount Net $4005.15 The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated. ..FEBRUAVY..44.............. 11995..�1��. W1 �!*�...... Si ature TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT R/W 7-25 & 12.-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 12/03/94 THROUGH 02/10/95 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 15% TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 02/24/95 INVOICE #: 502109 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 THIS INVOICE 1,169.20 1,695.34 �(� ho� -------------- 2,864.54 .00 -------------- 2,864.54 801.50• -------------- 3,666.04 549.91 -- �< -----4,215.95 210.80 J -------------- 4,005.15 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 cas Engineers, Inc. 1099 Airport Boulevard. North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 TOWN OF SOUTHOLD INV. DATE: 02/24/95 TOWN OF SOUTHOLD INVOICE #: 502109 FISHERS 14.00 ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET 113.79 NEW LONDON, CONNECTICUT 06320 CLIENT REF: SALARY SENIOR INSPECTOR & E X P E N S E DETAIL 1.0000 SALARIES BASED ON MULTIPLIER OTHER EXPENSES HOURS RATE PREM AMOUNT SENIOR PROJECT ENGINEER CLARK, BRUCE 14.00 24.2000 338.80 INSPECTION SUPERVISOR 113.79 1.0000 113.79 CERRETANI, LAWRENCE 6.00 28.0000 168.00 SENIOR INSPECTOR 13.35 1.0000 13.35 FEHRMAN, GREGORY J. 20.00 18.8000 376.00 WILDS, KAREN D. 13.00 16.4000 213.20 GRANTS ADMINISTRATOR HOPKINS, THERESA M. 3.00 13.7000 41.10 TECHNICAL TYPIST BAXTER, CYNTHIA A. 3.00 10.7000 32.10 -------- 59.00 ---------- ---------- 1,169.20 OTHER EXPENSES COST/QTY RATE AMOUNT TRAVEL & SUBSISTENCE CERRETANI, LAWRENCE J. 608.68 1.0000 608.68 CLARK, BRUCE 113.79 1.0000 113.79 POSTAGE & SHIPPING FEDERAL EXPRESS CORPORATION 13.35 1.0000 13.35 AUTO RENTAL CERRETANI, LAWRENCE J. 65.68 1.0000 65.68 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL (CON'T) ----------------------------------- Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 02/24/95 INVOICE #: 502109 PROJECT #: 211.006.003 CLIENT REF: COST/QTY RATE AMOUNT AUTO RENTAL ------------ 801.50 ** Total Project 211.006.003 1,970.70 BILL TO: C 9 S ENGINEERS INC SENDER ACTIVITY SUMMARY PAGE 7 OF 1099 AIRPORT BLVD N SYRACUSE,.,NY 13212 INVOICE NO. DATE 12/30/ 5-395-47791 ACCOUNT NO. 1040-4964 TRACKING NOS REFERENCE <:. SENDER'S NAME AND ADDRESS RECIPIENT INFORMATION AND :PROOF OF DELIVERY PACKAGES '>&:WEIGHT SERVICES CHARGES NET CHARGES 7594554531 JON DONAHUE MR FRED BUSCH 1/ 1 PRIORITY PAK 22.50 C & S ENGINEERS INC 1099 AIRPORT BLVD SULLIVNA COUNTY DPW GOVERNMENT CENTER DISCOUNT -2.50 600 004 001 N SYRACUSE, NY 13212 MONTICELLO NY 12701 PM DELIVERED:i2/20/94 14134665 1 DROP OFF 12/19/94 11:26 SIGNED: J.GREEN 20.01 3 y�40 KAREN EILDS 1/ NA PRIORITY LTR 15.50 & S ENGINEERS INC 099 AIRPORT BLVD BOURGEOIS & SHAW INC 90 WOLCOTT RD / DISCOUNT -2.15 601 006 003 N SYRACUSE, NY 13212 SIMSBURY CT 06070 AA e 30359453 SHIPPED 12/20/94 DELIVERE6:12/21/94 10:20 SIGNED: L.CARON 13.3E 3461407681 KAREN WILDS C ROGER GEBO 1/ :NA PRIORITY LTR 15.50 & S ENGINEERS INC 1099 AIRPORT BLVD WEAR EN COPUNTY DPW / 261 MAIN ST DISCOUNT -2.15 60 002 003 N SYRACUSE, NY 13212 WARRENSBURG NY 12885 PM f DELIVERED:U/21/94 12:10 zc SENDER SUBTOTAL 450.15 CONTINUED NEXT PAGE QUESTIONS? CALL OUR BILLING SERVICE CENTER, 800-622-1147, 7AM - 6PM (CST) MONDAY - FRIDAY (IN MEMPHIS, TN, CALL 901-397-2000). TO ENSURE PROPER CREDIT PLEASE RETURN THE REMITTANCE ADVICE (1ST PAGE OF THIS INVOICE) WITH YOUR PAYMENT. FedEx M-0145 5/91 MAIL TO: FEDERAL EXPRESS CORP., P.O. BOX 1140, DEPT. A. MEMPHIS, TN. 38101 - 1140 IIi I I I I II II I I I I I I I I I I , I , �1, ._ , .,11„"1�i I ,.,, 11.11J, �".. i"ll,"",,i„,ler.,I,uil)d,ALIi111ul�uiJ la.,,�wjI,'[.I"".1iN11111II1Ju...,,m,uW11A11,11"ll,�a. I �\_I ) Engineers, Inc. EXPENSE REPORT SUMMARY ��- EMPLOYE.9 NAME : ,DEPAR IPRINT) ►V ENT NAME: Q ` PERIOD SHEET: OF FROM : TO: SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT. USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT TOTAL PPD. OR CREDIT CARO EXPENSE 2 ei , .� �•�ii�✓ ' L orr .3'4s7 TOTAL XP OF POCKET EXPENSE. E4YEE TOTAL EXPENSE V1� 00`-',, 003 (QV V 60 li� � p 57A)0 SUPERVISOR I1 j a l l o yp o 03 �1 koQ V b ` 5 fog S'4 -�- ADVANCE DATEwotZ I L-= 777 ADVANCE TE ADVANCE ADVANCE PARTNER TOTAL ADVANCE LESS OUT OF POCKET EXPENSE � J ACCOUNTING BALANCE DUE COMPANY DUE EMPLOYEE REMARKS 1 GRAND TOTAL Ss . , � . .. ' DESCRIPTION CHARGE . . RADISSON HOTEL NEW LONDON noow* 533 PAGE 1 35 GOVERNOR WINTHROP BLVD�nnmx 76.50 11/29/94 NEW LONDON, CT 0'32O DEPART 11/30/94 203-443-7000 nsay.w 1750 MOP yI 4356003101106991 � *WINTHROP'S GIFT CERTIFICATES AVAI — 76.50 1 1 * CERR ETANI, LARRY THE TRAVEL BUG 'Cl OLD COVZ ROAD LIVERPOOL, NY 13090 Rates Dei mmIncluct°xnolicau Sales OccuoancvmOther Taxes DATE DESCRIPTION REFERENCE CHARGE CREDIT BALANCE 1-1/29 ROOM CHARGE RL RM 5:73 76.50 .11/29 ROOM TAX RL RM 533 9.18 MAY WE MAKE A RESEF�VATION FOR YOUR NEXT STAY WITH US? 7ues. 11/�9/94 L2.46A Guest Signature Firm agrees to pay Texaco Refining and Marketing Inc, or assignee for this purchase In Ince with Texaco's payment terns, the prior disclosure of which Is acknowledged. ass made on credit debit cards not Issued by Texaco are subject to the terms and s 04he agreements governing those cards. 3 S NjIqURE PLEASE RETAIN THIS COPY TO VERIFY BILLING. 'W� TEXACO 9 1ASSFNGSI TICSET AND RADGAW WO SU&MM TO CONMUG OCNTANEO N THIS TIII0 UUEM ENDORSEMENTSfAESTRICTIONS ICARBON) PASSENGER NAME CONJUNCTION TICKET(S) ARC I PASSENGEA COUPON - ; 1;' h' DATE OF ISSUE BOOKING REFERENCE — NOT TRANSFERABLE ISSUED IN EXCHANGE FOR v3.0 BRADLEY INT'L AIRPORT RENTAL RECORD: 553382955 LAWRENCE CERRETANI COMPLETED BY: 0632 RENTED: BRADLEY INT'L AIRPORT RENTAL: 11/29194 20:00 RETURN: 11130194 16:37 MILES IN: 18206 OUT: 18023 MILES DRIVEN: 183 PLAN IN/OUT: MCLD 1MCLO CLS: F 1 DAYS 49.99 49.99 TAXABLE TOTAL 49.99 TAX .06000 3.00 CT SURCHARGE 1.00 NET DUE 53.99 PAID BY: AMX CREDIT CARD #: 371411607171006 FT# US 784246326 Thank you for renting from Hertz See below for Airline Form, Serial Number 1 — � LOW — - XIO - FROM �� NOT GOOD FOR PASSAGE CARRIER FUGHT am DATE TIME STATUS ARE BASDESIGNATOR NDT VAUD NFDRE NDT VI D NTBi ALL ISRKT. i .., i i,: ptl { i:: - 1 i_i {:, }'i ) y ` -� 1•11i1 i .�• i 1'�i-` 1..1I_ j TO H_ . ;..j,..,T• Ti=;"i T:��=.�`�:�::►�/F�1 i;l i!= r ::.�.+�1i1�! ♦C' T� �, To�!tl 1 11— -µ • ._£� PCS. WT. Wf. WT. PCS. WT. UNCIEOGO UNCHI:CKED UNp1ECXED UNCHECKED .... FADE CALCULATION -.\ _ '1 I' 1'a 111 .A .' j �•: 1 1•V f: i i .•>, I' j r .. f• I EOUIV FARE PO. f TAX TAX !1! 1 r' TOUR CODE i1 ilii TAX FORM OF PAYMENT ( ORIGINAL ISSUE TOTAL - . �a3 r CPN. AIRLINE CODE FORM SERIAL NUMBER CK A7L-AGT. INFO. ' 7762530696 4 0 CONTROL NO DO NOT MARK OR WRITE IN THE WHITE AREA ABOVE `•"""" " „ "( CArC14Z),C A, j i Engineers. Inc. EMPLOYEE ME: (PRINT) 4vf AIII� (f-- V/ D PARTMENT NAME: pJ PERIOD SHEET: OF FROM: TO: DATE NATURE OF EXPENSE PROJECT NAME ANO; OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED , BY NAME , COMPANY & TITLE) ALLOCATION OF EXPENSE CLAIMED ACCOUNTING DEPT. ONLY AMOUNT OF EXPENSE ITEM LOCATION P.D. MISC. CONT A ACCOUNT NO. CARD TYPE PPD. OR CC. OUT OF P ]Kq4,�� 104- Ow 3-2--5- OO & �t10 ►t 46WAlOW -- Lu a - STANDARD FORM 291—A TOTAL TO BE ACCOUNTED FOR IM 11 U III I IU a III I I I I V III I II I VVI I IIH III 111111 [ I I I I I 11 1111 1 1 11 111' 1" "1 "' EMNLUYEE NAME ^rel (PRINT)L1�5"L DEPARTMENT NAME: (�((� PE IOD SHEET : OF FROM : 2� SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT. USE ONLY if RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT EM ! D T I SUPERVISOR DAT PARTNER DAT �' ..<.• ` -_ . ACCOUNTINOT�Z\� `�,'� `DATE err --, { aI 1 •�OO OaJ 13 S�� U CREDIT TCARD EXPENSE TOTAL OUT OF POCKET EXPENSE. TOTAL EXPENSE 238 ADVANCE T ADVANCE DATE ADVANCE TE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE DUE COMPANY BALANCE DUE EMPLOYEE REMARKS GRAND TOTAL I' I�irIl f �1i1� fil u, nv P rl17r1 IN RADISSON HOTEL NEW LONDON 35 GOVERNOR WINTHROP BLVD NEW LONDON, CT 06320 203-443-7000 [] CLARK. BRUCE THE TRAVEL BUG 101 OLD COVE ROAD LIVERPOOL, NY nooMo 433 PAGE 1 *nmvxL 11/29/94 BALAN osPAnr 11/30/94 nsSv.# 1751 wop yI 4356024102544113 13156188294 2 *WINTHROP'S GIFT CERTIFICATES Q 76.50 1 1 * 13090 Rates ooNot Include AommabwSales Occupancv orOther Taxes DATE DESCRIPTION REFERENCE CHARGE CREDIT BALAN .1.11/21? LONG DISTANCE 13156188294 2 15.66 11/29 ROOM CHARGE RL RM 437. 76.50 11/29 I ROOM TAX RL RV1 437, 9.18 Tota! amoumt due: 0 -1f MAY WE MAKE A RESERVATION Gmst/aniium� FOR NEXT STAY WITH US? -------- Firm 11./27/94 12.44A SYRACUSE HHNCO�•_ K AIRPORT PAID 9# 7-433110. 9—11.03DT 30-19:?4EX 94-11.1EDT o29-17:45Ela A....8.35$ TX . ....8.35$ CalOcerinos & Spina EXPENSE REPORT Engineers, Inc. DATE: �� f Z EMPLOYEE NAME: (PRINT) C.. Q DEPARTMENT NAME: PE IOD SHEET: OF FROM: DATE NATURE OF EXPENSE PROJECT NAME AND: OR BUSINES4 PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED , BY NAME , COMPANY A TITLE) ALLO TIO OF EXPENSE CLAIMED kCtOtIATING DEPT. ONLY AMOUNT OF EXPENSE ITEM LOCATION P.D. MISC. PRO PH . i ' ACCOUNT NO. CARD TYPE PPD. OR CC. OUT OF PC 11 a'i 3ON�> '� z r� ooh STANDARD FORM 231-A TOTAL TO BE ACCOUNTED FOR Account Number ............. Invoice #.5030.. . , , Date.. MARCH 13 1995 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: or Social Security Number: 13-5318940 Cf�S ENGINEERS, INC. payee Reference: Address: .................................... 1099 AIRPORT BOULEVARD Phone No. (....)....................... NORTH. SYRACUSE, NEI1T. YORK, 1,3212, Vendor Contact Cash Discount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount RE: R/W 7-25 & 12-30 OVERLAY, INSPECTION S RVICES IN ACCORDANCE SEPTEMBER PERFORMED MAR,, o $1035.72 L,,F-F.TAI-NAGF 51.79 Total 983.93 Discount Net 983.93 The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. MARCH 13, 95 Dated...............................19 .... .............. ignature 4k CBS Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 03/13/95 TOWN OF SOUTHOLD INVOICE #: 503038 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT EST. COST: 115,697.00 R/W 7-25 & 12-30 OVERLAY FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL : 130,910.00 FOR PROFESSIONAL SERVICES RENDERED FROM 02/11/95 THROUGH 03/03/95 ANALYSIS OF COST THIS INVOICE DIRECT SALARIES 362.40 - t OVERHEAD % 145.00 525.48 _ "- TOTAL REGULAR LABOR EXPENSE -------------- 887.88 PREMIUM LABOR COST .00 TOTAL DIRECT PERSONNEL -------------- 887.88 OTHER DIRECT CHARGES r 12.75-------------- TOTAL COSTS 900.63 --- FIXED FEE 15% 135.09 TOTAL THIS INVOICE -------------- _. 1,035.72 LESS 5% RETAINAGE 51.79 AMOUNT DUE THIS INVOICE -------------- 983.93 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 TOWN OF SOUTHOLD TOWN.OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER INSPECTION SUPERVISOR CERRETANI, LAWRENCE SENIOR INSPECTOR FEHRMAN, GREGORY J. GRANTS ADMINISTRATOR HOPKINS, THERESA M. TECHNICAL TYPIST LIEBOWITZ, KIMBERLY BAXTER, CYNTHIA A. OTHER EXPENSES REPRODUCTION & PRINTING COST C&S REPRO CBS Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 03/13/95 INVOICE #: 503038 PROJECT #: 211.006.003 CLIENT REF: HOURS RATE PREM AMOUNT 4.00 28.0000 112.00 10.00 18.8000 188.00 3.00 13.7000 41.10 1.00 10.6000 10.60 1.00 10.7000 10.70 -------- ---------- ---------- 19.00 362.40 COST/QTY RATE AMOUNT 12.75 1.0000 12.75 ------------ 12.75 ** Total Project 211.006.003 375.15 C&S Engineers Reproduction Request r Employee Name E4 Today's Date OZ -ZZ- gS Date and Time Needed Client/Project No. I- I OOG Contract No 00 3 Total Cost $ a• <<J Acct. Use Only Ext. No. AM PM Phase 50 Prints (each) Color Copies (CLC)(each) Xerox (each) Or (sets) (sets) - (sets) 3 Total Sq.Ft. Total Copies Total Copies Mylar (each) Xerox 2080 (each) (sets) (sets) 1 9 3 9 1 Total Sq. Ft. Total Lineal Ft. To be bound? (circle) ;D/ no I Tape Stamped? (circle) yes / no / Single Sided Double Sided Special instructions v A.ccount'Number............. Invoice #..507191 . , Date. JULY 31, 1995......... TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: C S ENGINEERS INC. or Social Security Number: 1899 AIRPORT AOULEVARD ..13.-.531.8.9.40 ................ NORTH SYRACUSE, NEW YORK 13212. ...................................... Payee Reference: Address:.................................... ...................................... Phone No.(....)....................... ...................................... Vendor Contact Cash Discount .................. % .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount FILE#211.006,003 RE: R W 7-25 & 12-30 OVERLAY._ IN AQCORDANCE WITH ENGINEERING AGREEMENT DA ED SEPTEMBER 8 1993 F PERFORMED JULY 21 199S. $ 2,527.9-5 LESS: 5% RETAINAGE - 126.40 Total Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except a(s%therein stated, and that the balance therein stated is actually due and owing. JULY 31 Dated. . x .....................19 .95. !!.1....... ....... ignature CBS Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 TOWN OF SOUTHOLD INV. DATE: 07/31/95 TOWN OF SOUTHOLD INVOICE #: 507191 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF R/W 7-25 & 12-30 EST. COST: 115,697.00 FISHER ISLAND AIRPORT FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL : 130,910.00 FOR PROFESSIONAL SERVICES RENDERED FROM 03/04/95 THROUGH 07/21/95 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE (BILLABLE BALANCE) TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE THIS INVOICE 972.90 1,410.71 -------------- 2,383.61 .00 -------------- 2,383.61 .00 -------------- 2,383.61 144.34 r -------------- 2,527.95 126.40 F -------------- 2,401.55 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 CBS Engineers, Irm. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 TOWN OF SOUTHOLD INV. DATE: 07/31/95 TOWN OF SOUTHOLD INVOICE #: 507191 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: S A L A R Y & E X P E N S E D E T A I L SALARIES BASED ON MULTIPLIER HOURS RATE PREM AMOUNT DIVISION MANAGER WAGNER JR., HAROLD W 1.00 30.0000 30.00 SENIOR PROJECT ENGINEER CLARK, BRUCE 8.50 24.2000 205.70 CLARK, BRUCE 10.00 25.2000 252.00 DESIGNER DROZD, MARY JEAN 27.00 14.3000 386.10 SR.INSPECTOR WILDS, KAREN D. 1.00 16.9000 16.90 GRANTS ADMINISTRATOR HOPKINS, THERESA M. 6.00 13.7000 82.20 -------- 53.50 ---------- ---------- 972.90 ** Total Project 211.006.003 972.90 aaxxaa:mxaaa Account Number ............. Invoice #.5D.8.026..... Date..AU.G.1J$T. 4, ...19.95....... . TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. _ PAY TO: Payee Identification Payee Name: or Social Security Number: 13-5318940 .................................... CFS ENGINEERS, INC. Payee Reference: Address: .................................... 1099 AIRPORT BOULEVARD ....... .......... Phone No. ....................... NORTH SYRACUSE, NEW YORK . 13212 Vendor Contact Cash Discount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount RE: R/W 7-25 & 12-30 OVERLAY, INSPECTION SERVICES IN ACCORDANCE WITH ENGINEERING AGREEMENT DATED SEPTEMBER WITHHELD. $3,248-11 Total $3,248-11 Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. 1 AUQUST 4 19 95 Goak.c� Dated............................. .... ....... ...... . Signature TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF R/W 7-25 & 12-30 FISHER ISLAND AIRPORT INSPECTION SERVICES FOR PROFESSIONAL RETAINAGE WITHHELD 50% RETAINAGE X $6496.22 = LESS: PREVIOUS RETAINAGE INVOICES TOTAL THIS INVOICE AMOUNT DUE THIS INVOICE Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 08/04/95 INVOICE #: 508026 PROJECT #: 211.006.003 CLIENT REF: EST. COST: FIXED FEE: TOTAL : 3,248.11 0.00 -------------- 3,248.11 3,248.11 3,248.11 115,697.00 15,213.00 130,910.00 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 4Account Number ............. Invoice #.-A141'5.2 ..... Date.. PY.QWM9.31,19.95........ PAY TO: Payee Name: TOWN OF SOUTHOLD, COUNTY OF SUFFOLK; N.Y., Dr. Payee Identification or Social Security Number: .,,........13753,18940,,,,,,,,,,,,,, CFS Engineers T Inc. .. , , Payee Reference: Address: .................................... ..1099 AIRPORT BOULEVARD_ , ...... , . Phone No. (....)....................... WRTH SYRHC#JSE; i�l:El YORK 13212 Vendor Contact ........_........... ................. Cash Discount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount ILE#211.006.003 E: R/1V 7-25 F 12-30 FISHER ISLAND AIRPORT, TNqP'F.CTTC)N q-FRVTCFS OR RETAINAGE WITHHELD AND OVERHEAD ADJUSTMENT - Total 4,233.76 Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing C S ineer Inc . i DECEMBER 31, 95 ���� Dated . 19 X..�. ............... . ............................. .... ..... .. Si nature TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF R/W 7-25 & 12-30 FISHER ISLAND AIRPORT INSPECTION SERVICES OVERHEAD ADJUSTMENT DIRECT LABOR OVERHEAD ADJUSTMENT (1993) (146.70%) 1,342.40 1,969.30 (1994) (152.70%) 27,089.50 41,365.67 (1995) (145.00%) 1,530.40 2.219.08 CBS Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 12/31/95 INVOICE #: 512152 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 TOTAL AMOUNT OF ADJUSTED OVERHEAD 45,554.05 LESS: BILLED OVERHEAD (29,962.30 X 145%)43,445.34 TOTAL AMOUNT OF OVERHEAD 2,108.71 LESS: AMOUNT EXCEEDING CONTRACT 1,123.06 TOTAL AMOUNT OF OVERHEAD DUE 985.65 RETAINAGE 1009 RETAINAGE X 6,496.22 6,496.22 LESS: BILLED RETAINAGE 3,248.11 3,248.11 4,233.76 AMOUNT DUE THIS INVOICE 4,233.76 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 01/09/96 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 ADMINISTRATIVE EXPENSE ANALYSIS PROGRAM NO. 1 ----------------------------------- indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $266.64 $266.64 $0.00 FEDERAL STATE NON- DATE ELIGIBLE ELIGIBLE PARTICIPATING * 05/24/94 $126.48 $126.48 $0.00 * 05/31/94 $140.16 $140.16 $0.00 e El JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER o10�gVFfOLk�,G o - W Z OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 20, 1995 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 Theresa M. Hopkins Grants Administrator C&S Engineers, Inc. 1099 Airport Boulevard North Syracuse, New York 13212 Dear Ms. Hopkins: The enclosed report form was received today from the FAA. I would appreciate your assistance in completing same on behalf of the Town of Southold. Thank you. Enclosure Very truly yours, Judith T. Terry Southold Town Clerk A or U.S. Deportment F..astem Region of Transportation Civil Rights Stall Federd Avkdlon Administration November 16, 1995 Dear Airport/Planning Grant Sponsor: John F. Kennedy International Airport Federal Building Jamaica, NY 11430 We have been advised that the Department of Transportation's (DOTs) Office of the Secretary (OST), has requested the Assistant Administrator for Civil Rights, ACR -1, that all FAA Regions obtain the following report from its obligated airport/planning grant sponsors: A copy of the "Report of Certified DBE Contractors used on FAA -Assisted Contracts" for each professional service contractor(s), including architects, engineers, planning consultants, auditors and surveyors. Only certified DBE contractor(s) that performed professional services on FAA -assisted contract(s) are to be reported. Also, construction contractor(s) are to be included in this report. The report covers FY -95 (10-1-94 - 9-30-95). Please submit the report to this office no later than January 8, 1996. The required form is submitted herewith as an enclosure. If we can be of further assistance, please feel free to contact me on (718) 553- 3299. Sincerely, -/ urray . Gottliieeb,Manager, Airports External DBE Compliance Programs Enclosure r REPORT OF CERTIFIED UBE CONTRACTORS USED ON FAA-ASSISIED CON MACIS Name of Airport: _ Airport Sponsor: City/State: Preparer: Telephone No.: Date: List below information about DBE's that performed work on FAA -assisted contracts during the goal period which just expired. If no DBE firms participated on FAA -assisted contract$. write "None" below. Name of DBE firm: Address: City: State: Telephone No.: Type of Work: $ Amount of Work: $ AIP Grant No.: Name of DBE firm: Address: City: State: Telephone No.: Type of Work: $ Amount of Work: S AIP Grant No.: (Use additional sheets as necessary.) Zip: - - Zip: V CBS Date: October 24, 1995 Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 Ms. Judith Terry Town Clerk Town of Southold RECEIVED Town Hall 53095 Main Road, PO Box 1179 OCT 2 7 1995 Southold, NY 11971 Re: Fishers Island -Elizabeth Field Southold Town Cleric RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 File: 211.006.003 Enclosed please find the following: - Two copies of Partial Payment Request No. SEVEN (Form 271) with attached backup documentation for your review and direct deposit withdrawal. Remarks: Since the "Request for Funds" page is no longer required, the Form 271 has been modified to include all the information necessary to complete the electronic withdrawal. Please return a copy to me if I am to do the quarterly report required by the FAA. If you have any questions or need additional information, please do not hesitate to contact us. C&S E*GINEERS, INC. LV, I,, , i 1 i Theresa M. Hopkins Grants Administrator Enclosures Approved by Office of Management and PAGE Budget No. 80-R0181 1 1 OF 1 PAGES LETTER OF CREDIT 1. TYPE OFREDU-ST 2.SA919OFREQUEST FINAL ® PARTIAL ® CASH 11 ACCRUAL k. Construction and project improvement $0.00 REQUEST NO. $1,228,424.08 3. FEDERAL WHICH THIS REPORT 1S SUBMITTED 4. FEDERAL GRANT IDENTIFYING NUMBER A331GNED SEVEN BY FEDERAL AGENCY Federal Aviation Administration - N.Y.A.D.O. 3-36-0029-08-93 _cost e. EMPLOYER IDENTIFICATION NO. 7. RECIPIENT ACCOUNT OR OTHER PERIOD COVERED BY THIS REPORT TO (Month, day, year) $0.00 IDENTIFYING NUMBER FROM (Month, day, year) $0.00 I Equipment 11-6003307 NIA2/24/95 8/4/95 _ (lMrere check should be sent 11 different than Item 8) 9. RECIPIENT ORGANIZATION 10. PAYEE Name: TOWN OF SOUTHOLD Name: $0.00 $0.00 $0.00 TOWN HALL, 53095 MAIN ROAD Letter of Credit No: 69002-082 No. and P.O. BOX 1179 No and a thru m) $1,355,116.96 Street: SOUTHOLD, NY 11971 Street: City, FA EA No. 93-249 city, $0.00 o. Deductions for program Income State and p. Net cumulative to date (Line n minus State and $0.00 $1,355,116.96 line o) $1,355,116.96 code: [ZIP STATUS OF FUNDS q. Federal share to date i f.Code: 1. PROGRAMS - FUNCTIONS - ACTIVITIES $1,219,605.26 r. Rehabilitation grants (100% reim- (a) (b) (°) TOTAL CLASSIFICATION RUNWAY 7-25 812-3 -- s. Total Federal share (sum of lines q $1,219,605.26 OVERLAY (Construct) $0.00 $1,219,605.26 and r) t. Federal payments previously re- $1,213,635.03 $266.64 $0.00 $0.00 $266.64 a. Administrative expense u. Amount requested for reimbursement $5,970.23 $0.00 $0.00 $0.00 $0.00 _ b. Preliminary expense 0.0 0.00/0 86.6% project c. Land, structures, right-of-way $0.00 $0.00 $0.00 $0.00 d. Architectural engineering basic fees $0.00 $0.00 $0.00 $0.00 e. Other architectural engineering fees $0.00 $0.00 $0.00 $0.00 $126,426.24 $0.00 $0.00 $126,426.24 I. Project Inspection fees TELEPHONE NO. THOMAS H. WICKHAM $0.00 $0.00 $0.00 $0.00 g. Land development (516) 765-1800 draw downs on the letter of credit $0.00 $0.00 $0.00 $0.00 h. Relocation expense DATE REPORT SUBMITTED disbursements and to timely reporting of such disbursements as required. b. Representative of IICIA / ( 1. Relocation payments to individuals and C VA/ )' It Is understood that failure to adhere $0.00 $0.00 businesses $0.00 $0.00 l t V. TYPED IoA PRINTED NAME AND TITLE 1 rl.....n1i►Inn ftnA $0.00 $0.00 $0.00 $0.00 k. Construction and project improvement $0.00 $0.00 $1,228,424.08 $1,228,424.08 _cost $0.00 $0.00 $0.00 $0.00 I Equipment _ _ _ m. Miscellaneous cost $0.00 $0.00 $0.00 $0_00 _ n. Total cumulative to date (sum of lines $0.00 $1,355,116.96 a thru m) $1,355,116.96 $0.00 $0.00 o. Deductions for program Income p. Net cumulative to date (Line n minus $0.00 $0.00 $1,355,116.96 line o) $1,355,116.96 q. Federal share to date $1,219,605.26 $0.00 $0.00 $1,219,605.26 r. Rehabilitation grants (100% reim- bursement) - -- s. Total Federal share (sum of lines q $1,219,605.26 $0.00 $0.00 $1,219,605.26 and r) t. Federal payments previously re- $1,213,635.03 $0.00 $0.00 $1,213,635 quested _ u. Amount requested for reimbursement $5,970.23 _ - $0.00 - _ $0.00 $5,970 v. Percent of physical completion of 0.0 0.00/0 86.6% project 86.6% SIGNATURE UTHOnIZED T 1 DATE REPORT SUBMITTED OFFICIAL The "Special Condition page a. RECIPIENT t in the federal grant State: TYPED on- P INTED NAME ND TITLE TELEPHONE NO. THOMAS H. WICKHAM "The Sponsor agrees to request cash TOWN SUPERVISOR (516) 765-1800 draw downs on the letter of credit only when actually needed for Its SIQNATU E OF AUTHORIZED CERTIFYING DATE REPORT SUBMITTED disbursements and to timely reporting of such disbursements as required. b. Representative of IICIA / ( G C VA/ )' It Is understood that failure to adhere certifying to line k -f�f) III ` to this provision may cause the letter l t V. TYPED IoA PRINTED NAME AND TITLE TELEP ONE NO. of credit to be revoked." Cd.S ENGINEERS INC. THERESA M. HOPKINS (315) 455-2000 GRANTS ADMINISTRATOR 271-102 a�nnwv.ar r.nw. �.. p -.•q Prescribed by Office of Management and Budget Cit. No. A-110 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 10/23/95 RUNWAY 7-25 8 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. D913.08 SUMMARY OF FEDERAL ELIGIBLE PROJECT COSTS PROGRAM NO. 1 ----------------------------------------------- FEDERAL GRANT ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE AGREEMENT AMOUNTS FEDERAL ELIGIBLE FEDERAL ELIGIBLE PARTICIPATING _=xsszszszszzazaxzxxsazszzzxzissazzsssszzsxzssszzxzxzxxszaasxazszazzzzzzssaszzzzzzxzsxzsszaszsaasaxzasaa:azaassssszzzzzaxsscssssszsss a. ADMINISTRATIVE EXPENSE ......................... $3,000.00 $3,000.00 $266.64 $0.00 b. PRELIMINARY EXPENSE ............................ $0.00 $0.00 $0.00 $0.00 c. LAND, STRUCTURES, RIGHT-OF-WAY ................. $0.00 $0.00 $0.00 $0.00 d. ARCHITECTURAL ENGINEERING BASIC FEES........... $0.00 $0.00 $0.00 $0.00 e. OTHER ARCHITECTURAL ENGINEERING FEES........... $0.00 $0.00 $0.00 $0.00 f. PROJECT INSPECTION FEES ........................ $130,910.00 $130,910.00 $126,426.24 $0.00 g. LAND DEVELOPMENT ............................... $0.00 $0.00 $0.00 $0.00 h. RELOCATION EXPENSE ............................. $0.00 $0.00 $0.00 $0.00 i. RELOC PAYMENTS TO INDIV AND BUSINESSES......... $0.00 $0.00 $0.00 $0.00 j. DEMOLITION AND REMOVAL ......................... $0.00 $0.00 $0.00 $0.00 k. CONSTRUCTION AND PROJECT IMPROVEMENT COST...... $1,429,543.00 $1,429,543.10 $1,228,424.08 $0.00 L. EQUIPMENT ...................................... $0.00 $0.00 $0.00 $0.00 m. MISCELLANEOUS COST ............................. $2,000.00 $2,000.00 $0.00 $0.00 ------------------------------------------------------------------------------------------------------------------------------------- TOTAL FEDERAL COSTS $1,565,453.00 $1,565,453.10 $1,355,116.96 $0.00 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 10/23/95 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 ADMINISTRATIVE EXPENSE ANALYSIS PROGRAM NO. 1 ----------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $266.64 $266.64 $0.00 FEDERAL STATE NON- DATE ELIGIBLE ELIGIBLE PARTICIPATING * 05/24/94 $126.48 $126.48 $0.00 * 05/31/94 $140.16 $140.16 $0.00 FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 8 12-30 OVERLAY (Construction) SOUTHOLD, NY PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 -------------------------------- * Indicates previous submittal 10/23/95 211.006.003 FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $126,426.24 $110,201.27 $0.00 cxas:asasaasaasasxssaaszzssxxszssss:sss:xzss:axsxxsaszsssxssssxxsssxssss RETAINAGE TO DATE: $3,248.11 SUBTOTAL: $129,674.35 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING * 11/24/93 $5,358.68 $4,734.61 $0.00 * 01/21/94 $576.39 $475.41 $0.00 * 02/17/94 $934.95 $803.39 $0.00 * 03/14/94 $742.23 $637.79 $0.00 * 04/14/94 $7,614.34 $6,581.80 $0.00 * 04/28/94 $14,702.73 $12,953.23 $0.00 * 05/25/94 $23,576.93 $20,608.99 $0.00 * 06/22/94 $33,860.29 $30,831.82 $0.00 * 07/21/94 $12,754.90 $12,160.12 $0.00 * 08/12/94 $2,819.69 $2,518.30 $0.00 * 10/14/94 $2,411.51 $2,072.19 50.00 * 11/16/94 $5,077.36 $4,375.98 $0.00 * 12/22/94 $5,357.50 $4,692.06 $0.00 * 02/24/95 $4,005.15 $3,490.66 $0.00 03/13/95 $983.93 5846.27 $0.00 07/31/95 $2,401.55 $2,418.65 $0.00 08/04/95 $3,248.11 $0.00 $0.00 Account Number ............. Invoice #.503038 .. Date.. MARCH 13 1995 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: or Social Security Number: 13-5318940 CFS ENGINEERS, INC. Payee Reference: Address: .................................... 1099 AIRPORT BOULEVjIRD Phone No. (....)....................... NORTH. SYRACUSE,. N.E.W. YORK, 1,3�1�, Vendor Contact CashDiscount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount RE: R/W 7-25 & 12-30 OVERLAY, INSPECTION S RV"ICES IN ACCORDANCE SEPTEMBER PERFORMED MAR;, 1993, $1035.72 L ,� o RETATNAGE 51.79 Total 983.93 Discount Net 98 The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. ^ •- I, MARCH 13, 95 j ,L� C �` `�� �11 ----- ... Dated............................. .19 .... �'.� ignature TOM OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEM LONDON, CONNECTICUT 06320 ATTN : PHIL KNAUFF FISHER ISLAND AIRPORT R/W 7-25 & 12-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 02/11/95 THROUGH 03/03/95 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 15% TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE Engineers, - Inc. 1099 Airport Boulevard, NOM Syracuse, New York 13212 (315) 455.2000 Fax: (315) 455-9667 INV. DATE: 03/13/95 INVOICE #: 503038 PROJECT 11: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 THIS INVOICE 362.40 525.48 887.88 .00 887.88 12.75 900.63 135.09 -------------- 10.035.72 51.79 983.93 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 '97 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER INSPECTION SUPERVISOR CERRETANI, LAWRENCE SENIOR INSPECTOR FEHRMAN, GREGORY J. GRANTS ADMINISTRATOR HOPKINS, THERESA M. TECHNICAL TYPIST LIEBOWITZ, KIMBERLY BAXTER, CYNTHIA A. OTHER EXPENSES REPRODUCTION & PRINTING COST C&S REPRO Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 03/13/95 INVOICE #: 503038 PROJECT #: 211.006.003 CLIENT REF: HOURS RATE PREM AMOUNT 4.00 28.0000 112.00 10.00 18.8000 188.00 3.00 13.7000 41.10 1.00 10.6000 10.60 1.00 10.7000 10.70 -------- ---------- ---------- 19.00 362.40 COST/QTY RATE AMOUNT 12.75 1.0000 12.75 ------------ 12.75 ** Total Project 211.006.003 375.15 C&S Engineers Reproduction Request Total Cost $ la --b Acct. Use Only Employee Name E4 Ext. No. Today's Date OZ-ZL - 9:L Date and Time Needed AM PM Client/Project No. IJI • oy( Contract No- 0 3 Phase 50 Prints (each) Color Copies (CLC)(each) Xerox (each) (sets) (sets) - _ ' (sets) 3 Total Sq.Ft. Total Copies Total Copies Mylar (each) Xerox 2080 (each) IL (sets) (sets) i Total Sq. Ft. Total Lineal Ft. To be bound? (circle) iia)/ no / Tape Stamped? (circle) yes / no / Single Sided Double Sided Special instructions Account Number ............. Invoice #..507191 .... Date. JULY 95 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: C99 ENGINEETS�OULEVARD or Social Security Number: 13.53U9.40 ................ NORTH SYRACUSE, NEW YORK 13212' ' ' ' ' ' '. ...................................... Payee Reference: Address:.................................... ...................................... Phone No.(....)....................... ...................................... Vendor Contact CashDiscount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount FILE#211.006.003 RE: R W 7-25 & 12-30 OVERLAY, IN AQCORDANCE WITH ENGINEERING AGREEMENT DA ED SEPTEMBER 8 1993 FOR FNc.TjjPPRTNG 2gRA&jgNq PERFORMED FROM MARCH THP:01-IGN JULY 21 199S. $ 2.527,95, LESS: 5% RETAINAGE - 126.40' Total Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. JULY 31 g 9 5 k.lt �Y Dated..........�................... ....... ignature TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF R/W 7-25 & 12-30 FISHER ISLAND AIRPORT INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 03/04/95 THROUGH 07/21/95 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE (BILLABLE BALANCE) TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE CBS Engineers, Inc. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 07/31/95 INVOICE #: 507191 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 THIS INVOICE 972.90 1,410.71 -------------- 2,383.61 .00 -------------- 2,383.61 .00 -------------- 2,383.61 144.34 -------------- 2,527.95 126.40 2,401.55 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 CBS Engineers, Irm. 1099 Airport Boulevard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 TOWN OF SOUTHOLD INV. DATE: 07/31/95 TOWN OF SOUTHOLD INVOICE #: 507191 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER HOURS RATE PREM AMOUNT DIVISION MANAGER WAGNER JR., HAROLD W 1.00 30.0000 30.00 SENIOR PROJECT ENGINEER CLARK, BRUCE 8.50 24.2000 205.70 CLARK, BRUCE 10.00 25.2000 252.00 DESIGNER DROZD, MARY JEAN 27.00 14.3000 386.10 SR.INSPECTOR WILDS, KAREN D. 1.00 16.9000 16.90 GRANTS ADMINISTRATOR HOPKINS, THERESA M. 6.00 13.7000 82.20 -------- 53.50 ---------- ---------- 972.90 ** Total Project 211.006.003 972.90 Account Number ............. Invoice *.5M026..... Date..QU.G.1j$T. 4, ........ TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. _ PAY TO: Payee Identification Payee Name: or Social Security Number: .. -.5.3 13...189.40........................ C$S ENGINEERS, INC. ............. ..................... Payee Reference: Address: 1099 AIRPORT BOULEVARD Phone No. (....)....................... N_ORTH..SYRACUSE,. NEW. YORK. ..... Vendor Contact Cash Discount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount RE: R/W 7-25 $ 12-30 OVERLAY, INSPECTION SERVICES IN ACCORDANCE WITH ENGINEERING AGREEMENT DA ED SEPTEMBER H LD. $3,248-11 3 , 248. Total $ Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated .. AUGUST .4 ................. 19 .9 S . ..... ...... ...... Signature TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF R/W 7-25 & 12-30 FISHER ISLAND AIRPORT INSPECTION SERVICES FOR PROFESSIONAL RETAINAGE WITHHELD 50% RETAINAGE X $6496.22 = LESS: PREVIOUS RETAINAGE INVOICES TOTAL THIS INVOICE AMOUNT DUE THIS INVOICE Engineers, Irm. 1099 Airport Bouievard, North Syracuse, New York 13212 (315) 455-2000 Fax: (315) 455-9667 INV. DATE: 08/04/95 INVOICE #: 508026 PROJECT #: 211.006.003 CLIENT REF: EST. COST: FIXED FEE: TOTAL : 3,248.11 0.00 -------------- 3,248.11 3,248.11 3,248.11 115,697.00 15,213.00 130,910.00 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 455-2000 EXT. NO. 301 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 10/23/95 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 ----------------------------------------------- * Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $1,228,424.08 $1,228,424.08 $0.00 xxxxsxxxssxxaxxxssxsssssssxxxsasssssssssssssssssxxx_ xxxxxxxx=ssoxx_ xxc RETAINAGE TO DATE: $0.00 $0.00 SUBTOTAL: $1,228,424.08 $1,228,424.08 NON- DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING * 05/25/94 5489,568.14 $489,568.14 $0.00 * 06/30/94 $621,698.85 5621,698.85 $0.00 * 09/08/94 $35,644.00 $35,644.00 $0.00 * 12/13/94 581,513.09 $81,513.09 $0.00 REalVED SEP 2 6 M4 Southold Town CIPA To: Mr. James Kuzloski NYS Dept. of Transportation, Region 10 New York State Office Bldg. Veterans Highway Hauppauge, NY 11787 Atten-6 un: Enclosed please find the following: cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island -Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 File: 211.006.003 Date. Z. --"Sep -94- - Three copies of partial payment request No. THREE (Form FIN -190) with attached documentation for your review and processing. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. Enclosures cc: Ms. Judith Terry ``=� Sheila M. Farley Grants Administrator R,ECF IVED To: Ms. Judith Terry Town Clerk Town of Southold Town Hall 53095 Main Road, PO Box 1179 Southold, NY 11971 Attention: Enclosed please find the following: Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island -Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 File: 211.006.003 Date: 15 -Sep -94 - Two copies of partial payment request No. FOUR (Form 271) with attached documentation for your review and direct deposit withdrawal. - Five copies of partial payment request No. THREE (Form FIN -190) with attached documentation for your review, appropriate signature, and return. Dear Judith: Please have Mr. Wickham sign four copies of Form FIN -190 (both pages), and return them to me for distribution to appropriate NYS agencies. Keep one copy of each form with documentation as indicated for your files. One copy of the "Request for Funds" page should be dated and mailed to Jamaica as indicated when the electronic withdrawal has been completed. We will also need a copy if we are to assist with the quarterly report required by the FAA. If you have any questions or need additional information, please do not hesitate to contact us. Enclosures cc: Mr. R. Philip Knauff C&S ENGINEERS, INC. 'eh ei 1 a M. Farley Grants Administrator FIN 190-2b (10/71) STATE OF NEW YORK (Comptroller's I I AL s033 . + DEPARTMENT OF TRANSPORTATION INumber I K-550491 I --------------- I -----------------I 'Approved State MUNICIPAL CORPORATION APPLICATION FOR PAYMENT (Certificate I I Coiptroller (Number I THREE I --------------------------------------------------------------------------------------------------------------------------------------I (PAYEE (Name,Address and Zip Code) I FINANCIAL STATEMENT I ITOWN OF SOUTHOLD ICOST OF WORK PERFORMED TO DATE: 09/08/94 I ITOVN HALL, 53095 MAIN ROAD I I IP.O. BOX 1179 1 1. Total Expended $1,239,483.09 1 ISOUTHOLD, BY 11971 1 2. Less non -participating $0.00 1 I-------------------------------------------------------------------1 3. Eligible Cost $1,239,483.09 1 IPayee-Employer Identification No. I Org. Code 1 4. Less Federal Share $1,115,534.78 1 1 11-6003307 1 BOO 15. Project Cost $123,948.31 1 I-------------------------------------------------------------------1 6. 95% of Project Cost $117,750.89 1 I GRANT AGREEMENT 1 7. State Share at 50% $58,875.45 1 IState Number 0913.08 Max. State Amt. $78,273 1 8. Total prior requests $56,485.14 1 IFederal Number 3-36-0029-08-93 Max. Fed. Amt. $1,408,908 1 9. Amount requested $2,390.31 1 1------------------------------------------------------------------------------------------------------------------------------------- I I In accordance with the provisions of the Grant Agreement, the Municipal Corporation applies for payment as follows: I I-------------------------------------------------------------------------------------------------------------------------------------1 I I A I B I C I D I E I F I G I I I ELIGIBLE I FEDERAL I PROJECT I PRIOR I CURRENT 1 95% OF I STATE FUNDS I I DESCRIPTION I COST I SHARE I COST I PROJECT I PROJECT I CURRENT I REQUESTED I I I INCURRED I I (A -B) I COSTS I COSTS (C -D) I COSTS* 1 (50% OF F)* I I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I EQUIPMENT 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I LAND 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I-------------------I---------------1---------------I---------------I---------------I---------------I---------------I-----------------I I CONSTRUCTION 1 $1,146,910.99 1 $1,032,219.89 1 $114,691.10 1 $111,126.70 1 $3,564.40 1 $3,386.18 1 $1,693.09 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I ENGINEERING 1 $92,305.46 1 $83,074.91 1 $9,230.55 1 $7,762.70 1 $1,467.85 1 $1,394.45 1 $697.22 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I OTHER 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 i------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I ADMINISTRATION 1 $266.64 1 $239.98 1 $26.66 1 $26.66 1 $0.00 1 $0.00 1 $0.00 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I TOTALS 1 $1,239,483.09 1 $1,115,534.78 1 $123,948.31 1 $118,916.06 1 $5,032.25 1 $4,780.63 1 $2,390.31 1 I-------------------------------------------------------------------------------------------------------------------------------------I i *DO NOT USE COLUMN F WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT I I-------------------------------------------------------------------------------------------------------------------------------------I I CER ICATION OF MUNICIPAL CORPORATION I II certify that according to my knowledge and 1 of all items and amounts shown on the face of this application for payment are I (correct, all work has been performed and or 11 materials supplied; that the contractors who have performed work on this project I (have complied with all of the provisions of tion 220 Xf the Ow York State Labor Law and that affidavits to that effect covering I Ithe payroll period through 0 08/94 are n 'le ■ office; that the foregoing is a true and correct statement I lof the project account up to and includin he last d �01_hf e d covered by this application. I l S E P 1 9 1994 1 IDate: Signature: �� Title: TOWN SUPERVISOR I I----------------------------------------- --------- -------------------- -----------------------------------------------------------I INEW YORK STATE USE Deduct Ineligible Items per Schedule Attached $ I 1 Approved Amount $ I I-------------------------------------------------------------------------------------------------------------------------------------I (AVIATION DIVISION CERTIFICATION - DEPT. OF TRANSPORTATION (APPROVED AS TO FUNDS AVAILABLE I ITo the best of my knowledge and belief, this claim is correct and (AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION I Ijust, and is approved for payment I I (Date By (Date By I I-------------------------------------------------------------------------------------------------------------------------------------I I I PROJECT NUMBER I REQUEST I PAYMENT 1 (Dept. of Transp. [State (Number (Interim I (Voucher Number IFederal (Date ISemi-final Final I I I D.O.T. I I I I ENCUMBRANCE LIQUIDATION I I PROJECT IDENT. NO. I I I ACCOUNT 1 EXPENDED (CHAR I OBJ.1----------------- I ----------------- I I -------------------------- I S I I NUMBER I AMOUNT I I I CONTRACT I AMOUNT I FUNCTION I MAJOR I SUB I U I I I 1 I I NUMBER I I I I I F I ------------------------I-----------------I-----I-----I-----------------I-----------------I----------I-----------------I--------I----1 113 21122 31132 33134 35136 41142 51155 58160 1 65166 68169701 1------------------------I-----------------I-----I-----I-----------------I-----------------I----------I-----------I-----I--------I----I I ' ' ' ' ' ' ' ' I I 1 I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I ' ' I I I------------------------I-----------------I-----I-----I-----------------I----------------- I ---------- I-----------I-----I--------I ----I I ' ' ' ' ' ' ' ' I I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I ' ' I i I------------------------I-----------------I-----I-----I-----------------I----------------- I ---------- I-----------I-----I--------I ----I ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I ' ' I I I------------------------ I----------------- I-----I-----I----------------- I----------------- i ---------- I ----------- I-----1--------I----I I ' ' ' ' ' i ' ' I I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I ' ' I I I------------------------I-----------------I-----I-----I-----------------I----------------- I ---------- I-----------I-----I--------I ----I I ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I i ' ' I I --------------------------------------------------------------------------------------------------------------------------------------- FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. 0913.08 SUMMARY OF STATE ELIGIBLE PROJECT COSTS PROGRAM NO. 1 --------------------------------------------- 09/15/94 211.006.003 ESTIMATED TOTAL COST ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE FEDERAL ELIGIBLE STATE ELIGIBLE STATE ELIGIBLE PARTICIPATING a. EQUIPMENT ...................................... $0.00 $0.00 $0.00 $0.00 b. LAND ........................................... $0.00 $0.00 $0.00 $0.00 c. CONSTRUCTION ................................... $1,429,543.10 $1,429,543.10 $1,146,910.99 $0.00 d. ENGINEERING .................................... $130,910.00 $111,085.00 $92,305.46 $0.00 e. OTHER .......................................... $2,000.00 $2,000.00 $0.00 $0.00 f. ADMINISTRATION ................................. $3,000.00 $3,000.00 $266.64 $0.00 -------------------------------------------------------------------------------------------------------------------------------------- TOTAL STATE COSTS $1,565,453.10 $1,545,628.10 $1,239,483.09 $0.00 WORK PERFORMED TO: 09/08/94 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 09/15/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 ADMINISTRATIVE EXPENSE ANALYSIS PROGRAM NO. 1 ----------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: ------------------------------------------------------------------------ $266.64 9266.64 80.00 ------------------------------------------------------------------------ FEDERAL STATE NON- DATE ELIGIBLE ELIGIBLE PARTICIPATING * 05/24/94 9126.48 $126.48 $0.00 * 05/31/94 9140.16 $140.16 $0.00 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 09/15/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 ------------------------------------ Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: ------------------------------------------------------------------------ 8102,941.13 892,305.46 80.00 ------------------------------------------------------------------------ RETAINAGE TO DATE: 85,431.11 SUBTOTAL: 8108,372.24 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING * 11/24/93 85,358.68 84,734.61 80.00 * 01/21/94 8576.39 8475.41 80.00 * 02/17/94 8934.95 5803.39 80.00 * 03/14/94 $742.23 8637.79 80.00 * 04/14/94 $7,614.34 86,581.80 $0.00 * 04/28/94 $14,702.73 $12,953.23 $0.00 * 05/25/94 $23,576.93 820,608.99 $0.00 * 06/22/94 833,860.29 $30,831.82 $0.00 07/21/94 $12,754.90 812,160.12 80.00 08/12/94 $2,819.69 $2,518.30 80.00 Y LIVERPO L ............. 4 ......................2 N. Y.,.......�TU�,X..�?.4......ifl..94. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. To....................0 &.S. . ENGINEERS ..INC .............................. Claimant Address..lo20. SEVENTH NORTH STREET ................................................................. Fed. I. D. No. ,.13....318 9..0 ................ or Soc. Security No. ...................... INV#407081 PROJECT #211.006 CONTRACT NO. 003 RE: RUNWAY 7-25 $ 12-30 OVERLAY INSPECTION SERVI ES IN ACCORDANCE WITH ENGINEERING AGREEMENT DA ED SEPTEMBER 8, 1993 FOR ENGINEERING SERVICES PERFORMED FROM JUNE 11, 1994 THROUGH JULY 1 1994 $13,426.21 LESS: 5% RETAINAGE (- 671.31 $12,734.90 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) fore,oing claim is true and correct and that no part thereof has been paid, except as therein stated, and tha, the balance therein stated is actually due and owing. JULY 21 .9 19.94. C Dated............................................ ...........LL.(: .......................... Signature CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 FOR PROFESSIONAL SERVICES RENDERED FROM 06/11/94 THROUGH 07/01/94 ifs ANALYSIS OF COST THIS INVOICE INV. DATE: 07/21/94 TOWN OF SOUTHOLD INVOICE #: 407084 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET 4,293.87 NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF -------------- 4,293.87 R/W 7-25 & 12-30 OVERLAY 8,129.14 + FISHERS ISLAND AIRPORT EST. COST: 115,697.00 R/W 7-25 & 12-30 OVERLAY FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL : 130,910.00 FOR PROFESSIONAL SERVICES RENDERED FROM 06/11/94 THROUGH 07/01/94 ifs ANALYSIS OF COST THIS INVOICE CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 457-6711 EXT. NO. 301 DIRECT SALARIES 1,752.60 OVERHEAD % 145.00 2,541_27 ----- - �J 7S1 TOTAL REGULAR LABOR EXPENSE 4,293.87 PREMIUM LABOR COST .00 TOTAL DIRECT PERSONNEL -------------- 4,293.87 OTHER DIRECT CHARGES.. 8,129.14 + -------- - - - - -- .C, 7 � TOTAL COSTS 12,423.01-� 1 FIXED FEE 15% 1,003.20 TOTAL THIS INVOICE 13,426.21 r. LESS 5% RETAINAGE 671.31 -------------- 14%%1 AMOUNT DUE THIS INVOICE 12,754.90 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 457-6711 EXT. NO. 301 I Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 TOWN OF SOUTHOLD INV. DATE: 07/21/94 TOWN OF SOUTHOLD INVOICE #: 407084 _ FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: S A L A R Y & E X P E N S E D E T A I L SALARIES BASED ON MULTIPLIER HOURS RATE PREM AMOUNT MANAGING ENGINEER PETRANCHUK, MARK F. 4.00 32.6000 130.40 SENIOR PROJECT ENGINEER CLARK, BRUCE 18.00 24.2000 435.60 DESIGNER KANE, KATHLEEN C. 3.00 14.2000 42.60 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 23.00 28.0000 644.00 SENIOR INSPECTOR FEHRMAN, GREGORY J. 24.00 18.8000 451.20 SR.INSPECTOR WILDS, KAREN D. 2.00 16.4000 32.80 TECHNICAL TYPIST -_ LIEBOWITZ, KIMBERLY .50 10.6000 5.30 BAXTER, CYNTHIA A. 1.00 10.7000 10.70 75.50 1,752.60 OTHER EXPENSES COST/QTY RATE AMOUNT SUBCONTRACT PROFESSIONAL SERVICES INDEPENDENT MATERIALS TESTI 60.00 1.0000 60.00 j 7= UNIVERSAL TESTING & INSPECT 5,675.00 1.0000 5,675.00 -_ TRAVEL & SUBSISTENCE CERRETANI, LAWRENCE J. 1,102.50 1.0000 1,102.50 -_ CLARK, BRUCE 638.36 1.0000 638.36 FEHRMAN, GREGORY J. 479.00 1.0000 479.00 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL OTHER EXPENSES CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 07/21/94 INVOICE #: 407084 PROJECT #: 211.006.003 CLIENT REF: COST/QTY RATE AMOUNT POSTAGE & SHIPPING UNITED PARCEL SERVICE 15.25 1.0000 15.25 AUTO RENTAL CERRETANI, LAWRENCE J. 159.03 1.0000 159.03 ------------ 8,129.14 ** Total Project 211.006.003 9,881.74 4 Universal Testing & Inspection Services Inc. 82 Otis Street W. Babylon, NY 11704 Tel: (516) 491-5252 Fax: (516) 491-5959 CSS Engineers Inc. 1020 Seventh North Street Liverpool, NY. 13088 INVOICE # 195-9 x11,0* 003 ,Ina ymmm QUANTITY DESCRIPTION OF SERVICES UNIT PRICE AMOUNT 9 Days Plant Production - 5/2, 5/3, 5/4,1 5/6, 5/9, 5/10, 5/11, 5/12 350.00 3150.00 12 Hrs. Travel Time - 5/1 4 25.00 300.00 5/6 4 5/8 4 28 Hrs. Overtime - 5/2 4 5/3 6 5/4 4 5/9 4 5/10 4- 5/11 6— 50.00 1400.00 600 Mileage - West Babylon, New York to New London, CT. (150 miles) 5/1, 5/6, 5/8, 5/12 .25 150.00 1, 9 nights Per diem - 5/1, 5/2, 5/3, 5/4, 5/51 � 5/8, 5/9, 5/10, 5/11 75.00 675.0 5675.00 i i • INVOICE INDEPENDENT MATERIALS TESTING LABORATORIES, INC. 57 N. WASHINGTON STREET P.O. BOX 745 PLAINVILLE, CONNECTICUT 06062 TELEPHONE: (203) 793-9844 INVOICE NO: FAX' (203) 747-6455 2589 -B INVOICE DATE C&S EN '--06/03/94 SOLD TO: LARRY CERLITANI C 8, S ENGINEERS 102D SEVENTH NORTH STREET LIVERPOOL NY 13088-6199 — ORDERED: _06/03/94 PAYMENT DUE: 07/03/94 T E R 113 NE -r sto NOTES: FISHERS ISLAND AIRPORT 01wa 3 4/7/94 .4 SPEC-IMENS flexural strength of concrete Cd $15/ea 60.00 4 SPhC;IMENS flexural strength of concrete @ $15/ea 60.00 TO -1 AL UNITED PARCEL SERVICE Date: Shipper No. X11289 r Employee Sender: �- %'0/ /r7--) From: Calocerinos & SpinaTo: y III Engineers, P.C. F," \ 1 1020 Seventh North Street I �; o k I Liverpool, NY 13088 10404 5�wcli /,14— 1� boa Project Number Reference C� )(�c'3 ( Type of Service Pickup Record No. 67 7 9(�O No. Pkgs / Weight Tracking No. eZ Charges Due /j 12� -91"IcQ'I ELM %iUD Engineers, Inc. GATE EXPENSE REPORT" SUMDJARY EMPLOYEE NAM Q (PRINT) VIQ��l DEPARTMENT NAME: 1� SHEET : p OF ( ------ FROM :� TO : L /" ` SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT. USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT E1,1i:LOYEC /� •�� i - j SUPERVISOR PARTNER ^G I rl - -! TOTAL PPO. OR CREDIT CARD EXPENSE %)e:� -36 /�(� l l• 0 V Q (^) v0" G E)3O ( 7 "k, a TOTAL OUT OF POCKET EXPENSE TOTAL EXPENSE j 76 136- S ADVANCE DATE ADVANCE DATE ADVANCE DATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE BALANCE DUE COMPANY DUE EMPLOYEE REMARKS 71 i -- ..�� ice•-........,� �i j !fit. � � � �` _ GRAND TOTAL C-1 ti' RADISSON HOTEL NEW LONDON 35 GOVERNOR WINTHROP BLVD NEW LONDON. CT 06320 203-443-7000 CLAI,K . BRUCE mr rr. mn r rrLnr nrrn ROOM M ARRIVAL DEPART RESV.# 405 PAGE 1 MOP 06/15/94 06/16/94 5938 VI 4356024102544113 *WINTHROP'S GIFT CERTIFICATES AVAILABL 89.00 1 1 PL50 PAUIrcm.m l.E '"�"°"""°'°�'""®"n""°�' { }; I T�� s .. **1, See below for Airline .a j ,,a, Form, Serial Number j�ROFM"PONaoo1r RRm t f_i I t! (1 � 1DPQ{1 {t !' ... *"^!I�A�{en1Eo N1" - IOE FOR o P! _ . ,, • ,24 t r 'k T•"' •(th -a ::;. t' s s 7O0.Fi10Y--RqT OQOO FOR ►ASWIE CA1/161 R1011i '� "77-7-77k* ... '.. ,.. r i?.A - �• r .�} 1{ - z, •- . 7 1L •:`• /�/{(•�.I , f. -• �� Qil7., + • ; -7 M t- L: f 4 1 MlE ��ro (, �j.'. E .� ., • !.� X� 1 i J l i � t � .• .: TIE SUM ARE OAlgRiKT OE6101111 fs ;4(! f ! '. '°" if •... 7 J � IRxsnlealE aO1 mwl ALLOW— . r t- t t}L {1 �.�{-•h•r�tit- 4,.1 tl.� � �+�.: ,_ � ,�;: �r.�r�t i (:l ��. , -_ } IiO'_ Tt�t1 fit+ To ._1 11 f { +R ._ Mf1CC1f�0EC® Mf. F ., FARE G LMOLA O" ISD® R1 In UNC !GS IrT. !Gi IRR. i •• i' : (;~• Y EOVrv. FARE PD.-. t•i g >A 11. TAR ,1 T- FORM OF PAYMF]!T 'T ` f { f TOUR CODE��S CPn• .UTLL.IhE COOS FOFL SMAI Ali18-- ORO�N/L ISSUE • 7CK1 -.7757260333 Cr.� ,.LURK OR1 WFM W Tri WM.'TE A.'iE.1 AoO .. , z A s Almilli P �. Calocerinos & Spina ,y �.i�Ei�i�i. SE REPORT c� iT Q Engineers, P.C. `' �' `-�^ ( / --- EMPLOYEE NAME: (PRINT) / DEPARTMENT NAME: � •1 ti f FNUP.1: (,-, 1r TO:'.,/� "��–'�7–�-/— SHEET: �� ---- . DATE NATURE OF EXPENSE PROJECT NAME AND/OR BUSINE 9 PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED . BY NAME ,COMPANY r! TITLE) ALLOJATiON OF EXPENSE CLAIMED Hi6J.-rib-I-- P.D. MISC. tiO'aT. 6 MECO NrU ma Orli ONLY AUOUNT OF LX;if t.,^_ ITEM LOCATION ACCOUNT NO. CA17D TYPO PPD. OR CC. I OI:T ^. Aj r r b � 111 i.....� I I -- — "-- � STANDARD FORM 271-A ,., .... .......:I;..i-D IGH I1llfl"llI "1I"III'lli �,ll ,I111IIIf�llllllli i'il, 1111111IIII 1I1ll lilll II 1� A Iill 11Ii111illlI11 illClfll nllllll -ang �� EXPE14SE REPORT SU �Nari aRY �J Eineers, Inc. DA7L SHEET : L` EMPLOY NAME :DEP 1 ` (PRINT C� �'�� t RTMENT NAME: ' i_ _ ` �+ �11J PERIOD FROM : - O : ; `"/ j` SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT. USE ONLY RECONCILIATION APF3^'1 PROJECT NUMBER CONTRACT,': " PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AlUOUNT 1 E PtfiYEE SUPERVISOR y ` PARTNER TOTAL PPD. OR^' CREDIT CARD EXPENSE TOTAL OUT OF POCKET EXPENSE. 57 TOTAL EXPENSE 2z �/ n J 11��►(( 1- WD v�K./ y' 600 I) uV S J(J 1 6 �,0 r � salmi ADVANCE DATE 002 �^ _ ,l �'!'/ ADVANCE DATE W O ADVANCE DATE TOTAL ADVANCE v LESS OUT OF POCKET EXPENSE AC OUt{TINQ" F.� � C \ C BALANCE DUE COMPANY DUE EMPLOYEE L. REMARKS GRAND TOTAL- / �1 �J ' I N i II I I I I I If � REIM I I Illl�ll�l III III Illl 111 lllullll n Illllnllll�l II f 1111111 flfll�l I I 1 II III Ifll III III i I I (Illllfl � II 'I °I I I I�IIIIIIIIIII III�IIIII IIIIIIII III �l°I�il Ili�ul��umniim�i���ii�i���liruii��ir�ull��i��lii�l��ul�lrl�l� ���I���I�i��illlli�1�I�lI�IiIIIIYIIIiIIn�P�ll�lllllllllllil�lll�llll�� IIIIII��I�III@ I�IIIIIIV�91111IIIIIIII I III�I'llllll'nIIIIIIIIIPIIIIIII111111111�1VII1fIIIIIIIIIIIIIIVIIVIIIIIilllllllllllllllllllillllll'llllllll"III1111111�11111111111IIIIIIIII�III��ulllllllllllllilllllf�l'1111�IIIIIIIIIIIIIIIillllflllllllll�lll�ll�ll�llll1l>II�Illllllll lilll Ill �comwI OOMA#CnON TCKV„ See below for Airlir ;) S ARC Ptas ticPcouv DaaD.oESTNATaN Form, Serial Numbe • DATE of SS ON ; �•t,. .._.I13. 4 1:.. EF i J f• PASSENOEA NAmE ' BOOKING AETERENCE t �' �'.t it, • . t' t ' t+'t l t l f f t ; ! ROr TAMerEAAtlE ! `. i i 1! i ! '5$UW Of EXCNANGE FIRMD i ,ro i ti f Fi i:lit t Ft nA. , =DATE TWE stiEn. { <;►,;IJAK(t-1.)kri l•l;�a{ Ft !, tri• ' ►:,!)n'r !;Ft�;l:. rtr-Y4lRfIT.CE31frNTp1 ,4MnY TO To ���tr U II1 •..... . - - 472. .- FAI# GICOUI,ATIpR " �j j�� 'j L YL1t� C:OUY FAFEPD. A SYN. tls-'-.0J)l--2-.%A CA— 3A i pq ..'ti t'ti'.`c. .. TAI 13F,� ?ib ifs" !, 7' 1:t�(r KFt TAX TAX )\ RM OF PAYMEIR TOTAL 0.1 C tt 3`.Avv I�, , 7 + � - i 1 .zl'79j AL -AOT. INFO sarP. � • .FAME FAAIBER - CK «bGNAI 651JE 't`•�;=,; OOr.TROL NO ,r ty x 775282671E 5 13' l 1t' 1 DO NOT MMI( OR WRTE N Tw 1AYTE A1iA ABOYE "� Passenger Ticket and a° F*v Boarding Jr. Baggage Check E L ; E I Pass TEL E��f ss :ED 9Y US:.A NOT :fUNSFERPe•E R,Gy, CCUFC+r TO:1R CODE A!R"t.e e.^i NA.ME Cr �.:Sfti HL{ 0-428-4322 EyT T°«wCIT7ONS GF«h,TT 00x00 1l3f120 CERRETANI/LAWRENCE ; SAFBISLF 2181741477 1214 tWs-'01TO W lffi YS4 NAMEPNR COOS CAFR FA FARE 9ti.15 r`O`E7 OES:GNATOR FPCY C}_I ETANI/LAWRENCE WOXRRI US xd ` AUtIID UDID IUDID' UOIO UO�iD T SO `° TO 'OUI43S6083101106ES i E..-1=5EVEYI)N3 ck;'KER -= ��43662 3101106-991-0495/036667: /FC 31MAY SYRUSSOL 236. M- 8 USSYR 236.35=8 $472.72 _ s �. E V&II61 VOIATE ID VOI e -.I x.r 3. 2ECL3 i 1- A F EOL7VALEh7 FARE PATO ALLOW PCS WT uclo USD 472.72 T. US 47.28 CPN °°°L:NELTNUMBERCK FT/US7842463Z6 TY XF 3.00 02764399676 0 037 2181741477 0 2181741477 0 UE0 523.00 STOCK CCNTFCL NUMBER TY=T '+ a Passenger Tic.'. -et and n� • ?; i r 7 -- +� j f;=- UO3 'FA4cFE?I4E - --- C •.,T'N. OFLC<.: AOT FL'Gh7CL =E 03720 CERRETRNI/Lf3klFiENCE a>F ae /�Pm r_,�'61\8AI 2181256644 P,RC{E CLi4FG SZa.s,'YRuN CTO !JS 17r�A1�S4 Cc?F?ETANI/LAWRENCERKT0.i�IS TIME STATUS VOID UDID UDID UDID ��-'-- UOIO = xc -° iaCca 003'O11'g6SS1-04SS C'6'S4i: QFC 17"-v SYPLS'-^_L 236.36Y9 LSSYP 236....,-9 -^4,-., U0Ir0 UQIO kr .�06CL3 FCJ:VA.E'.: f AT:F f-.5 •..; !/ h:. .. U:'LS 472. 72 US 47. 23 � :t0276It21327 f' 2 ?-7 21 L4 L4 5 l f- 7 FT/US7e 244'7'C T.— u01 THE TRAVEL BUG 101 OLD COVE ROAD SUITE 109 At L LIVERPOOL, NY 13090 (315)451-6633 FAX (315) 451-8121 SALES PERSON: 32 ITINERARY/INVOICE INERARY/INVOICE NO* 0086073 CUSTOMER- NBRI 02100 , 9 SNHBRE TO.' CALOCERINOS AND SPINA 1020 7TH NORTH ST#y LIVERPOOL, NY 13088 C",7 CUSr ' T F O.F,, N I Sr"OFLri _'t L L,N? T .-j I -r;Z T' _;A L INR I TMT Wi I.; i% ", n c; C7 I i V DATEs 02 M' PAGE 1 01 KAU1b"dUN HUIhL NhW LUNUUN 1 FAUh I J:3 WUVhXNUK WINIMP(Utj ULVU ROOM # Ut-j/ 17/Y4 NhW LUNUUN. Lf ARRIVAL Ute/ itit'�4 DEPART 41'/to RESV.# AX J71411607271UU6 MOP *WINIHHUV'S UIF1 UhX1I1-1VA1h5 AVAIL t3u. U0 1 1 UhWhIAM. LAWHhNUh UUVI vhK.vIhM x x x Rates Do Not Include Applicable Sales Occupancy or Other Taxes DATE D GIIPT10N REFERENCE CHARGE V LUUAL PHUNh da *Yeutl�l Un / I*/ NUUM UHANwh L KM !-)l:d tl�ti/ i KUUM 1AX L HM "a 1 j iotai amount oue: f F CREDIT BALANCE - 06. Fv I L Aiti nST �,8�1 . 555, L; Cr:Y;E R`! 6477 Ck'nJLEY INT'L AIF 05071a4 20:17 05118194 15:38 MILES ly 00910 OUT: 00750 M I LES GRI VEV • 160 PL ;,N Iti!OUT: LDJC f LCIE CLS. F 1 _Vs 47.E 47.99 4 7. 99 `- 51.87 v2.21 BRADLEY INT'L AIRPORT 1f; 0--#- *4 SALES F.ECEIFT .�..:; RENTAL RECORD: 555439124 LAWRENCE CEFUAN1 # 11 07� c^ 0545 SALES RECEIPT *xx*x CDFPLETED BY: 6477 RENTED: BRADLEY INT'L AIRPORT209 ELL G GRA: SO RENTAL: 05131194. i 20:17 t 11 07'2220545 — Wli-IDSOR LOCKS CT RETURN: 06102/94 .15:57 ( M I LES IN: 14568 OUT : 14382 20? ELLA I -RP'- SO DATE 05:' 18:`94 0. G' " MILES DRIVEN: 186 L] I i-40:3 "F: LOCK'--* CT PLAN IN/OUT: WLD IMCLD IFa:OI'=E # 074c`'1 CLS: D DATE OE -02,-'94 03:47 PH ALITh i# r 2 C`7S 43.99 87.98 _- Ih{° iil 'E # €t5L_tG125r. -_ - 4.40 1iLITH # 0.0000026H]:' T# _''' i 11 t•: r TAX".3L_ TOT;L 83.58 ! ?AX Cc 0 5.01 _ A.'1tF I�:AN E' F'F'E'_ =_ CARD , ? EF:F'ET�t1�: _ CT c ,-=iAF3c 2.00 -:714 1160711 j 710',36 NET C`-= 90.59 i PAID E7: A.'�v( I!h1IT FiIt1F' FF. Ci+,:T FF--- GC"DIT CAFO ;• 371411607171006 PLA-11PFF:_iCLI T PRICE 01:1 i_t1tE CcG FTr* L5 784246325 01 UT LEADED Ill. 1913 i Thank you for renting from OT'i' TOTAU 1 �^ri f - $9. 04Hertz T!�ftiki `;°Lit FL=Nc-= _tiLL AGAit; F'LEA'SE CALL AIGAIN Fv I L Aiti nST �,8�1 . 555, L; Cr:Y;E R`! 6477 Ck'nJLEY INT'L AIF 05071a4 20:17 05118194 15:38 MILES ly 00910 OUT: 00750 M I LES GRI VEV • 160 PL ;,N Iti!OUT: LDJC f LCIE CLS. F 1 _Vs 47.E 47.99 4 7. 99 `- 51.87 f'6Calocerinos & Spiny T Engineers, Inc. �t�ilVJE EMPLOYEE NAME:0 J\Il1 LNrt NAME: t IPIIINT) i �� JI ��� (\ [ /'LI e'i7i Fxoc)q { , Engineers, Inc. EXPENSE REPORT SUMMARY DATA EMPLOYEE NAME i 1PRINT) 1 ��� DEPARTMENT NAME: PEIIIOO l_1r- J 1( —.I FR061 : / �', ' '•. i TO : %'r % I"'•� SHEET :�_ OF SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT, USE ONLY RECONCILIATION — APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECTNO. ACCOUNT NUMBER ITEM AMOUNT ,-'f;;._ ------- EMPLOYE�j I SUPERVISOR GATE PARTNER OATS ACCOUNTINQ-... , UAT� jI �� �1 if G l dS t zy4 C �. , I. ooh 003 W, 00 y`1q0c) SRI ) CTOTAL REDTCARD EXPENSE TOTAL OUT OF POCKET EXPENSE TOTAL EXPENSE ADVANCE TE ADVANCE iTTE ADVANCE TITE TOTAL ADVANCE <' LESS OUT OF POCKET EXPENSE BALANCE DUE COMPANY -----�— DUE EMPLOYEE L t ) '"��� REMARKS GRAND TOTALI Ll f 1'II 11'IN'1M11 '1 I N 1 1 111'1 HI I 1 1 H HI 111111 I I I IN IIIIIN UI II I I I I III I III II i i i ii ii i WoiH t � 11 1 1 1 1 11 1 1 11 1"" 4 ? date 06/03/94- COMFORT:'' INN, MY,STIC.::SEAPORT ed lt�; t e N"Code Page 1 MYSTICi...CT'06355 M 4. 4E 37 a :48' -WHITE A Rob' W 131 - Time 04: H LCA FAX: (203) 572-9358 PH: (203) 572-8531 -,,Group, Room Type Kl'.-," R -,'-A 4 `_Room Rate .00 t7- ArriveMAY 31 94 12:39 0C*,;Ry Depart SUN 03 94 :7 - - ... -,- — j': S'_5 1 464 643 D Descri ptioll i7! e%y ON CH A R 0 E '1(1Y n -TATE OCCUPANCY TA) JU:'i L-1 C 'Z.J:l C H (I R C E 0., T OCCUPANCY OCCUPANC TAX j L:l) C 0 RE- N" r A L -S TATE 0 C rU?- PANCY TAX --1 CHII)IRG,7 STAT E OCCUPANCY TAX — *= - * *1 11 s i M 1-1 a u r a Exp: 04/9G Reference I -.- —.. Room - -Charges 44.00 5.28 44. 00 5. "08 VIDEG RENTAL 7.9Z VIDEO TAX 9- 5 44.00 5.23 pal-Fo-ic-e- D: -t,-7-. 1. :-1 --; S . 7 z 3r. -,c? u.. zy ;s n:� GUEST C',-'PY Credits 1 Y.� .Y -}rg' c deyv'�h At u C8�1Calocerinos & Spina r-, , .,EPOR -,�-�. 1 Engineers, Inc. Ej�i�L SE R °" -�� 0 (, � l EMPLOYEE NAME: (PRINT) DEPARTMENT NAME: H'I110D SHEET: Or'- --- - _ PROid: (i` > a,i,— TO: GATE NATURE Of EXPENSE PROJECT NAME AND/OR BUSINESS I,unposJ (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED , BY NAME , COMPANY A TITLE) ALLOCATION OF EXPENSE Cl AIMt_p ----- i'It15,i. li(j:, P.D. AIISC. t'U11I. A ACCOUNTING DEPT. ONLY ACCOUNT NO. Salo ALIOUNT OF ------- -- ITEM LOCATION CARD TYPE PPD. Oft CC. 0143L_% _alp «G�_E��I �!��` K'LL_. `_E�D Lapn q _'� O IC2LPa STANDARD FORM 231-A it ..... _ ...- .,.—O."LU IUit �! - I 1 I--- - II �ill�lll�flll�1111111111 �IfIiIIIT��111�1111111111f111 wllllTill�il�l�ll�lTlilll I if �Illf ��Ill�flll III 1111111 Illl^I� ITI 11 lll�lllllllllll�lllifl�llrllll(il�lllllllll � III fIIIIIFITullil�illllli�ill�'��rII1111�°iIfill'l(TllllnlfflTmil filIIIIfIIIITIIII11fflllllllllll(�Illlflllilllill1111111111r�111�1�ifllllllll�fl�llll�lllllll�llflllilllllil�llllllllllll�II�IIII�V1�iillffllllflVllf111111fI�IITII�II�IIIIIf�111111111�111111�11111111111�f�fIIIIIIIII�IIIIII�I�ffIIIIIiIITllll�ll111f�llllll�lillllll>flllllllll'IIII(Iflllllll(IICI�IIIII�IIilfllilflll�lill�l�illfil�lfllilll�l�ll1� t LIVERPOOL AUGUST 12 ................................................... N. Y. �....19..�4. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. 1.9 Dr. TO .............. $S, ENGINEERS., _INC .................................. .Claiynant Address.... 1020. SEVENTH NORTH STREET ............................................................... Fed. I. D. No. ...1.�:.�3.1.89.4.0........ or Soc. Security No . ...................... The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. AUGUST 12 , 19.94 �.:.ll`:.a�'"-.-.�......................... Dated .....................2 ................... ...... Signature NV# 08071 FILE#211.006 CONTRACT NO. 003 RE: R/W 7-25 & 12-30 OVERLAY, INSPECTION SERVICEE IN ACCORDANCE WITH ENGINEERING AGREEMENT D ED SEPTEMBER 8, 1993 FOR ENGINEERING SERVICES PERFORMED FROM JULY 2, 1994 THROUGH AUGUST , 199.2 968. 09 LESS: 5% RETAINAGE II149,140 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. AUGUST 12 , 19.94 �.:.ll`:.a�'"-.-.�......................... Dated .....................2 ................... ...... Signature ` G CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 08/12/94 TOWN OF SOUTHOLD INVOICE #: 408071 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT EST. COST: 115,697.00 R/W 7-25 & 12-30 OVERLAY FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL 130,910.00 FOR PROFESSIONAL SERVICES RENDERED FROM 07/02/94 THROUGH 08/05/94 ANALYSIS OF COST THIS INVOICE DIRECT SALARIES 423.752 OVERHEAD % 145.00 614.44 TOTAL REGULAR LABOR EXPENSE -------------- 1,038.19 O PREMIUM LABOR COST 6.10 TOTAL DIRECT PERSONNEL -------------- 1,044.29 OTHER DIRECT CHARGES 1,536.66f%' TOTAL COSTS -------------- 2,580.95 FIXED FEE -15% 387.14 TOTAL THIS INVOICE 2,968.09' S /0 - LESS 5% RETAINAGE 148.40 ' AMOUNT DUE THIS INVOICE -------------- 2,819.69 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 457-6711 EXT. NO. 301 TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 S A L A R Y & E X P E N S E D E T A I L SALARIES BASED ON MULTIPLIER Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 08/12/94 INVOICE #: 408071 PROJECT #: 211.006.003 CLIENT REF: OTHER EXPENSES TRAVEL & SUBSISTENCE CERRETANI, LAWRENCE J. POSTAGE & SHIPPING UNITED PARCEL SERVICE AUTO RENTAL CERRETANI, LAWRENCE J. 24.50 COST/QTY 1,468.99 10.75 56.92 PREM HOURS RATE INSPECTION SUPERVISOR 300.80 CERRETANI, LAWRENCE 1.00 28.0000 SENIOR INSPECTOR 6.10 12.20 FEHRMAN, GREGORY J. 16.00 18.8000 SR.INSPECTOR RATE AMOUNT WILDS, KAREN D. 1.00 16.4000 GRANTS ADMINISTRATOR 1.0000 56.92 HOPKINS, THERESA M. 5.00 12.2000 HOPKINS, THERESA M. 1.00 12.2000 TECHNICAL TYPIST BAXTER, CYNTHIA A. .50 10.7000 OTHER EXPENSES TRAVEL & SUBSISTENCE CERRETANI, LAWRENCE J. POSTAGE & SHIPPING UNITED PARCEL SERVICE AUTO RENTAL CERRETANI, LAWRENCE J. 24.50 COST/QTY 1,468.99 10.75 56.92 PREM AMOUNT 28.00 300.80 16.40 61.00 6.10 12.20 5.35 ---------- 6.10 ---------- 423.75 RATE AMOUNT 1.0000 1,468.99 1.0000 10.75 1.0000 56.92 ------------ 1,536.66 Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 TOWN OF SOUTHOLD INV. DATE: 08/12/94 TOWN OF SOUTHOLD INVOICE #: 408071 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: SALARY & EXPENSE DETAIL ** Total Project 211.006.003 1,960.41 UNITED PARCEL SERVICE Shipper No. X11289 From: Calocerinos & Spina Engineers, P.C. 1020 Seventh North Street Liverpool, NY 13088 Date: Empl c To: Project Number Reference 2 �� 66Type of Service Pickup Record No. 3S6 6 2 VE 3 No. Pkqs/ Weight �-� ll Tracking No. 4% % /� a / Charges Due JQ ? S 7(A6/94 '�PE 7�-19I9y a 4m Engineers, Inc. EXPENSE REPORT SUMMARY DATE : EMPLOYEE AME : I (PRINT) Vr KiN� DEPfifTMENT NAME: �'���/ �)a PERIOD SHEET :�_ OF S FROM : TO: SUMMARY OF EXPENSES FOR ACCOUNTING TO BE ALLOCATED DEPT. USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT aef At` IU EM YEN DAT! SUPERVISOR DATE T7/1 n 7 / , 7ARTNkR DATE ACCOUNT(N� ? ti DATE MM l,' W 6 O O 113 (� p Sp� I CREDIT TCA D E PENSEAL PPD. OR �O(� ��� � 003 __ll w �� �0�1 TOTAL OUT OF POCKET EXPENSE. 94, Wq QdBk- 6 , V TOTAL EXPENSE Z66 a VII oo S dUL6w '50170 60- 01 X W*�t, UO a' 0 ADVANCE DATE 60 Slo ADVANCE DATE ADVANCE DATE TOTAL ADVANCE O LESS OUT OF POCKET EXPENSE 2,&& 0t BALANCE DUE COMPANY DUE EMPLOYEE REMARKS - L GRAND TOTAL O r I , I17 I I I ---------- v2.21 - ESTABLISHMENT NAME BRADLEY I NT'L A I WORT RENTAL RECORD: 555489336 1 STEAK LOFT #1 LAWRENCE C8;WTANI MYSTIC COMPLM BY: 6477 -2 0 1; 10 0 7 6 47' 1210 0 0 0 01 RENTED: BRADLEY I NT'L A I RPORT DATE APPROVAL—CODE RENTAL: 06115194 20:00 , 4 JUN 0'.:2 9 FETLIRN: 06116194 16:31 CUSTOMER NAME MILES 1N: 07828 OUT: 07GS1 LJ CERRETANI MILES DRIVEN: 177 371411607171006 PLAN WOUT: MCLD IMCLD 11S: F 14 TRANSACTION TYPE s. SALE 1.71 el 16 :,J 1 DAYS 44.99 44.99 RECORD OF CHARGE # TERMINAL 0 1 scow 5% 2.25 52209 79 5000-77,06 TAXABLE TOTAL 42.74 DESCRIPTION OF PURCHASES/SERVICES TAX 2.56 FOOD AND BEUERAGE .06000 CT SJUARCE 1.00 BASE AMOUNT $ i 0. 90, NET OLE 46.30 TIP ArIOUNT 3 ou PAID BUY: ANX ---------- CREDIT CARD #: 371411607171006 T- OTAL FT# LIS 784246326 Thank you for renting from'meq Hertz C I HER x Card know,iedctes reoeiot of goods am/or 'I"ces I the arhOL,nt 0 Total shown hereon and agrees to mrlor rn the otl- gations set forth in the Cardholder agreement -th the Isaw. ------------------ — -------------------------------------- T:t,*.ftf ':;i;L.E.'3 RECEIPT 1 , urn 22on5 20-j ELLi: -IRASSO WINDSOR LGCKS CT DATE 54 +4:3 . liNVBICE # ON i T PFICE 01 LWIPOEO 11 229 UK- Tl..T!;-L yj ROOM # ARRIVAL DEPART RADISSON HOTEL NEW LONDON RESV.M 407 PAGE 1 35 GOVERNOR WINTHROP BLVD MOP 06/15/94 NEW LONDON. CT 06320 06/16/94 203-443-7000 5935 VI 4356003101106991 *WINTHROP'S GIFT CERTIFICATES AVAILAB: 89.00 1 1 PL50 CERRETANI. L THE TRAVEL BUG Rates Do Not Include ADDlicable Sales Occuoancv or Other Taxes DATE N REFERENCE CHARGE CREDIT BALANCE L1Vt"UUL. 06/15 NY 13090 ROOM CHARGE RL RM 407 89.00 06/15 ROOM TAX RL RM 407 10.68 Total amount due: 99.68 MAY WF. MAKE A RF'4FRVATTO Guest Signature Firm Address Z -v6.733 Cas Engineers, Inc. EXPENSE REPORT DATE SUMMARY �_� Zjj EMPLOYEE NAME :/� rt (PRINT) ,, l DEPA►iTMENT NAME: I ���✓ PERIOD SHEET OF : 3 _ FROM : TO s SUMMARY OF EXPENSES FOR ACCOUNTING TO BE ALLOCATED DEPT. USE ONLY RECONCILIATION _ APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM CREDIT TCARD EXPENSE TOTAL OUT POCKET EXPENSE. TOTAL EXPENSE OATE ADVANCE ADVANCE BATE ADVANCE DATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE DU! COMPANY BALANCE DUE EMPLOYEE AMOUNT 1770 S O V 7 EMPL EE DATE SUPERVISOR DATE PARTNER DATE ACCOUNTIN qqq ('DANE s; U `•� %' (; `" 1 ��U 3 , r" R (_ �0471; 6w 1 17 2U 3/ µ REMARKS 1 L 1 ORAND TOTAL STANDARD FORM 181-6 � , ^ THE TRAVEL BUG 1CnOLD COVE ROAD SUITE 109 LIVERPOOL, NY13O0O (315)451'8G33 FAX (315)451'8121 SAi'FS PERSON: 32 ITINF-RARY/INVOICF- NO, 00R-5449 13 CUSTOMER NBR: 021009 SACQXZ PAGE: 01 TO: CALOCFRINOS AND SPINA 1020 7TH NORTH 5T^, LIVERPOOL, NY 13098 FOR: CERRETANT/L ^ 15 JUN 9* - WFDNESOAY AIR USAIR FLT -"1534 COACH I-V SYRACUSE 630P AR HARTFORD SPR#GFLD 717P CERRETANI,'[ SGAT-20D CAR HARTFORD SPRNGFLD HERTZ RENT A CAR PICK UP -7P RETURN-16JUN/5P RATE IS GUARANTEED DAILY RATE-USD42^ 74 UNLIMITED MILEAGE EXTRA HOUR -15.00 UNLIMITED MI/fAGE CONFIRMATION NUMBER 89230E93QF7CNPY H[]TFL RADISSO0 HQTF[S RD HOTEL NEW LONDON 35 GOVERNOR WINTHROP Bl_ NEW LONDON CT 06320 FOME 203-443-7000 GUARANTEED LATE ARRIVAL. RD-01REILJ'Y EQP: UC -9 STR�T[ NUN -STOP 1-FUL/ S7 AUTO AC CORP ID -88096 RES FOR: @CERRETAN 1 NIGHT OUT-16JUN 1 ROOM ACCOMMODATIONS RATE-89^gOUSD Pr -.R NI6HT SUPER SAVER CANCr�L BY O -SP DAY OF ARRIVA/' CONFIRMATION R9846414 ' 16 JUN 94 - THURSDAY AIR USAIR Fl- T:t0A3 COACH LV HARTFORD SPRNGFLD 535P EQP: DC -9 STRETC. AR SYRACUSE 624P NON-STOP CERRETANI/L SEAT -17D ' AIR TICKET 6S77572_60334 CERRETANI i BILLED TO V14356003101106991 5� '= � SUB TOTAL- NET OTAiNET CC RTiiING TOTAL AMOUNT OuF THE TRAVFi BUG APPRECIATES YOUR BUSINESS, THE TRAVEi BUG TOLL FREE NUMBER IS 1-800-926-8747 ---------- 5,' 5� 0Ati1EA71CTAWMMW))Q SAUWtMmdlprCWMMNIMTEar �n GOMluMR TIOFTTICID TIEI F".a" ARC PASSBN381 COUPON °NO" WIMd710N. . GATE Of 18fUE �Od0 M'0 FOBRi � P NOT TTIAMOBIAKE I 180M W GMOWITIM FOM— +740 i FMM NOT OOOO POR PAMME CANUBI Pup" QM OAT! ` TIME 6MA167 IAS&M T. -7 7. TO i 1 Iro . 1p911BE p[fJ® RTS Wr. FM Wr. See below for Airline Form, Serial Number •p�C�� Cepa. 3 ��IgrM1O60ETNAMRD/i191T ALLOW — WOOD® FAZE FAIN CMO"T10M EOM FAZE A. TAX TAX TAX FO/IM OF PATMEW TOM Q TOTK 1 { j CPM. AYO/TE COOS FORM 9EAW. N1AMM I CK ONfi1NAl08R1E . 7757260334 5 n COITIigI NO. — Y r.Y ,L.Ii•irn .. .. OO NOT MARE OR V NN W THE WHTE AREA ANM Date Amount GUEST RECEIPT z.4-0 166155 T , STYLE 4912 e � r RADISSON HOTEL NEW LONDON 35 GOVERNOR WINTHROP BLVD ROOM # NEW LONDON, CT 06320 ARRIVAL 203--443-70(--io DEPART RESV.0 MOP CERRETAN I . LAWRENCc X 7613 ASTOR DR ASTOR . NY 130001 510 ()5/31i94 06/02/94 5145 V I 4356003101106991 )110;6991 *WINTHROP'S GIFT CERTIFICATES AVAD-r= 139.0)0) 2 1 PLO ) WAGE 1 Rates Do Not Include Aoolicable Sales Occuoancv or Other Taxes DATE DESCRIPTION REFERENCE CHARGE CREDIT BALANCE 05/31 LOCAL FHUNE Ca 5 . 23653 1 '. .:50 (--)5131 ROOM CHARGE 3L RM 510 109 . X10 05131 ROOM TAX 3L RM 510 1:3.08 0)610)1 LONG DISTANCE Ca 13154571311 1 4.75 06/01 ROOM CHARGE 3L RM 510 139.00 u6/0)1 ROOM TAX 7L RM 510 16.68 Total amount tine. 2323.C)I MAY WE MAI<::E A RE'SERVAT I ON 1 FOR YOUR t4E 4: T STAY WITH US? Guest Signature Wed. �)bi�E)1i��4 :�.3SA Firm Address A V 1 06-01 GRAVINA•S NURSERY LIVERPOOL NYS-3 0 244980441514004574911" 5251 s 06-01 WEGMAN-S FOOD 34 LIVERPOOL NY OS -29 24001454151826001485344 5411 - USAIR 0372181741477 SYRACUSE NY �;• 05- 243990041S2248054297S12 3063 CE RETANI/LAWRENCE - DEPARTURE: 0i✓_ US Y BDL.. US Y v 06-0 RADISSNI HOTEL NEW LONDON Cr 06-0 24124004154530568153863] 3649 06-10 HIT OR MISS 0206 CLAY NY - - 06- 244014041600080900372741 5621 06-15 FAY -S DRUGS 0182 NO SYRACUSE NY 06- 2461044416501415004589015912' 96-21 06-21�GAP J. CREW LYNCHBURG VA 06-1 24053334171210011%30941 5965 85107/THE SYRACUSE NY ~' 06-1 24418004171171076594308 5999 06-221USAIR 0372182487480 SYRACUSE NY 06-2 24399004172248056776469 3063 CERRETANI/LAWRENCE DEPARTURE: 06/21/94 SY US F PHL USF r 06-23 PAYMENT RECEIVED —THANK YOU 06- 7435641441748515110049041 06- USAIR 0374541013586 LIVERPOOL NY 06-1 243990041733625396684061 3063 CE DEPARTURE: 41ElMg*.b SYR US Y BDL US Y= 06-24'NEGMAN-S FOOD 34 LIVERPOOL NY 06- 24001454174709001485349 5411 Y R MINIMUM PAYMENT IS PRE=PAID. NO-MINIHUM- A IS -DUE THIS MONTH. FINANCE CHAR -CONTINUE 7 TO'ACCRUE_ ON, A AGE DAILY BALANCE. PUAausss ► Is 4, Z91 SINS - PlIEVIOUSSA►AMOE s IN, Is UILAS UU1 PtPWNAM 4 cANADVAMn StR ADVANCES 7" FINANCE CR®RLWE OF CABNCHARGE i 111. 91000 : Cvm 31 OVERMT FEE NWO11iF5 Aw"ABIE CREDR momm DATE amm s 4,921.30 .04424.16.15 67.50s 6,240 UN 25,1994 W�Iss , awaor9nTs NMNAMPAYBENTDM u911nNertowla IE s .00 .04424 16.15,s .00 ,PLULW 0 is .00 Nr01pSTAr6 1111MIllu i _ _ M09f1M1�9 �M�F CM AW&M B aH PEvetE PIIVMENT DUE DATE 2; 000 078424632 s .001 16.1 s°` JUL 15 1994 N wamANCE s 2 VSAM Frrgllrr Trav*W earn Wn W9 ow earia Nlwaaartl t-Rldlr+�u..aravrM.crarartin s1:r6vrra.dl�1M�.�M�ww rwwn ar 6d.r 1Ma Va,r USAir Fr Bonlr Ar' r aM neon by W�rirlMasW(m m). Yuv eowA WM wI EMalwRm m1tUL11oFwquwt hrwla� M/�111ar.: 11aa Paw w To: Nrlonsa" o1 osis-rr. NA CaB Curls Ba7116r Fe, WIN" US TOM FNw. 1.866.7324199 Brits -Curr, Nrk Of 13 1M.ra. NA P.O. Ba 1518 RapsrUnq Low of Shull Ca W: OwnoM CoY/at: 1.302-078-0667 P.O. Bm 7m Wlb IVa DE 19850.6126 NOTICE. fHllYlNrl IbM PON 11104NRb1MT rIO1r1a110M Oar. OE 19903708 pre -f Y)T f:Jf-- (h � T_, (40 CS En9 ineers, Inc. EXPENSE REPORT DATE: — q -41,4 EMPLOYEE N ME: (PRIHTI � ( DEPAIAMENT NAME: _ ow PERIOD SHEET: OF 3 - �— FROM - _-,-3/-j4/ TO: ) -�� DAT! NATURE Of EXPENSE PROJECT NAM! AND/OR BUSINESS PORP S! (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED . BY NAME . COMPANY S TITLE) ALLOCATION Of EXPENSE CLAIMED ACCOUNTINO DEPT. ONLY AMOUNT OF EXPENSE ITEM LOCATION P.D. MISC. ROJ NO, . S ACCOUNT CON C NO. CARD TYPE PPD. OR CC. OUT OF POCKET b-�-9 o -u� � - rxo �3 sa► o -LS12--30 AN lj2Q&feJ �^ a 2 3v � h S�'-"w CTANOARD FORM 231-A TOTAL TO 00 ACCOUNTED FOR r FISHERS ISLAND AIRPORT - ELIZABETH FIELD 09/15/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 ----------------------------------------------- Indicates previous subsittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $1,146,910.99 $1,146,910.99 $0.00 ------------------------------------------------------------------------ ------------------------------------------------------------------------ RETAINAGE TO DATE: $60,363.74 $60,363.74 SUBTOTAL: $1,207,274.73 $1,207,274.73 NON- DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING * 05/25/94 $489,568.14 $489,568.14 $0.00 * 06/30/94 $621,698.85 $621,698.85 $0.00 09/08/94 $35,644.00 $35,644.00 $0.00 J PROJECT: ELIZ&BETH FIELD - FISHERS ISLAND AIRPORT .- FILE: 211.006 ` • `� RUNWAY 7-25 & 12-30 OVERLAY FAA-AIP NO. 3-36-0029-08-93 DATE: 9/8/94 N.Y.S.D.O.T. NO. 0913.08 ESTIMATE NO 3 TO THE TOWN OF SOUTHOLD: Pursuant to the terms of the Contract, dated September 7, 1993, by and between the Town of Southold and Bourgeois & Shaw, Inc., contractor for the construction of the Eliabeth Field -Fisher's Island Airport Runway 7-25 & 12-30 Overlay (FAA-AIP No. 3-36-0029-08-93, NYSDOT No. 0913.08), we hereby submit the Third Estimate, for work completed through June 3,1994: I NO. DESCRIPTION I I AL QUANTITY UNIT UNI PRICE UA TO DATE AL TO DATE Alternate No. 1 P-152 1. Common Excavation 100.00% L.S. $55,000.00 100.00% $55,000.00 P-158 2. Cold Milling Existing Pavement 17500.00 s.y. $2.00 14779.98 $29,559.96 P-400 3. Preparation o fExisting Pavement Type 1 7000.00 s.y. $2.50 3221.21 $8,053.03 P-400 4. Preparation of Existing Pavement, Type II 100.00% L.S. $95,000.00 100.00% $95,000.00 P-409 5. Bituminous Concrete - Type 6F, Top 7060.00 tons $65.00 6245.33 $405,946.45 P-409 6. True and Level Course 5190.00 tons $65.00 3275.93 $212,935.45 P-502 7. Full Depth PCC Pavement Repair 285.00 s.y. $100.00 285.00 $28,500.00 P-503 8. Joint Resealing (PCC) 10350.00 I.f. $1.50 7930.00 $11,895.00 P-503 9. Crack Sealing 2205.00 I.f. $5.00 2048.00 $10,240.00 P-603 10. Bituminous Tack Coat 3785.00 gals $4.00 2843.93 $11,375.72 P-612 11. Field Office 100.00% L.S. $5,000.00 100.00% $5,000.00 P-620 12. Runway & Taxiway Painting 32930.00 s.f. $0.75 32930.00 $24,697.50 P-625 13. Sand Slurry Coal -Tar Pitch Emulsion Sealcoat 24780.00 s.y. $1.27 24315.45 $30,880.62 T-90614. Beachgrass 3400.00 s.y. $5.10 0.00 $0.00 D-710 15. Stablization Fabric 3675.00 s.f. $2.00 2760.00 $5,520.00 D-712 16. Rip -Rap Berm 280.00 I.f. $35.00 276.00 $9,660.00 L-10817. Cable Trenching for the Installation of Underground Cable 790.00 I.f. $5.00 702.00 $3,510.00 L-108 18. No. 8 AWG, 600V, Type C Single Conductor Unerground Cable Installed in Trench/Duct 3465.00 I.f. $3.00 3192.00 $9,576.00 L-108 19. No. 8 AWG, 5KV, Type C Single Conductor Unerground Cable Installed in Trench/Duct 410.00 I.f. $3.00 290.00 $870.00 L-108 20. No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods and Exothermic Connections 790.00 I.f. $3.00 790.00 $2,370.00 L-110 21. 2 -inch Diameter Rigid Steel Conduit 360.00 I.f. $15.00 339.00 $5,085.00 L-125 22. Guidance Sign, 4 Characters, Base Mounted, in place 4.00 each $6,000.00 4.00 $24,000.00 L-125 23. Modification of Existing Runway Threshold Lights 16.00 each $600.00 16.00 $9,600.00 M-100 24. Maintenance & Protection of Traffic 100.00% L.S. $55,000.00 100.00% $55,000.00 M-150 25. Project Survey & Stakeout 100.00% L.S. $113,000.00 100.00% $113,000.00 M-200 26. Mobilization 100.00% L.S. $40,000.00 100.00% $40,000.00 STATEMENT OF DAYS CHARGED Total Amount of Work Done to Date -------- $1,207,274.73 Less 5% Retained ----------------- $60,363.74 50 TOTAL CONTRACT DAYS Amount Recommended for Payment, $1,146,910.99 38 LESS DAYS CHARGED Previous Estimates --------------- $1,111,266.99 12 TOTAL DAYS REMAINING AMOUNT DUE CONTRACTOR, ESTIMATE #3 --- $35,644.00 BOURGEOIS & SHAW, INC. x/20 7, 2 %y %--) C&S ENGINEERS, INC. BY: j / /l0 9� 73 TITLE: G o� % . �-✓��° 8 %w G D Harold W. Wagner, DATE: Ss l CD l Q1 at 4- Division Manager rr" '7 v.^..o w .r.aanaayaamona aauu rnuc OUTLAY REPORT AND REQUEST FOR REIMBURSE- Bu.�i'"get�`No. B0-RO181 1 of 1 PAGES MENT FOR CONSTRUCTION PROGRAMS f 1. TYPE OF REQUEST 2. BASIS OF REQUEST 11 FINAL ® PARTIAL ® CASH 11 ACCRUAL 3. FEDERAL SPONSORING AGENCY AND ORGANIZATIONAL ELEMENT TO 4. FEDERAL GRANT OR OTHER UEST NO. WHICH THIS REPORT IS SUBMITTED IDENTIFYING NUMBER ASSIGNED BY FEDERAL AGENCY FOUR Federal Aviation Administration - N.Y.A.D.O. 3-36-0029-08-93 _ 6. EMPLOYER IDENTIFICATION NO. 7. RECIPIENT ACCOUNT OR OTHER PERIOD COVERED BY THIS REPORT IDENTIFYING NUMBER FROM (Month, day, year)TO th, day, year) 11-6003307 N/A 6/30/94 9/8/94 9. RECIPIENT ORGANIZATION 10. PAYEE (t% • should be sent /rdOler nt than Item D) V- x I Name: TOWN OF SOUTHOLD Nam TOWN HALL, 53095 MAIN ROAD No. and P.O. BOX 1179 No. an Street. SOUTHOLD, NY 11971 rest City, �. ry, State and State and ZIP Code: ZIP Code: 11. STATUS OF FHNnS a,_u ra zri1r-rst Prescribed by Office of Management and Budget Cir. No. A-110 PROGRAMS - FUNCTIONS - ACTIVITIES (a) (p) (o) CLASSIFICATION RUNWAY 7-25 & 12-30 TOTAL OVERLAY (Construction) a. Administrative expense $266.64 $0.00 $0.00 $266.64 b. Preliminary expense $0.00 $0.00 $0.00 $0.00 c. Land, structures, right-of-way $0.00 $0.00 $0.00 $0.00 d. Architectural engineering basic fees $0.00 $0.00 $0.00 $0.00 e. Other architectural engineering fees $0.00 $0.00 $0.00 $0.00 f. Project inspection fees $102,941.13 $0.00 $0.00 $102,941.13 g. Land development $0.00 $0.00 $0.00 $0.00 h. Relocation expense $0.00 $0.00 $0.00 $0.00 I. Relocation payments to individuals and businesses $0.00 $0.00 $0.00 $0.00 j. Demolition and removal $0.00 $0.00 $0.00 $0.00 k. Construction and project improvement cost $1,146,910.99 $0.00 $0.00 $1,146,910.99 I. Equipment $0.00 $0.00 $0.00 $0.00 m. Miscellaneous cost $0.00 $0.00 $0.00 $0.00 n. Total cumulative to date (sum of lines a thru m) $1,250,118.76 $0.00 $0.00 $1,250,118.76 o. Deductions for program income $0.00 p. Net cumulative to date (Line n minus line o) $1,250,118.76 $0.00 $0.00 $1,250,118.76 q. Federal share to date $1,125,106.88 $0.00 $0.00 $1,125,106.88 r. Rehabilitation grants (100% reim- bursement) s. Total Federal share (sum of lines q and r) $1,125,106.88 $0.00 $0.00 $1,125,106.88 I. Federal payments previously re- quested $1,079,010.00 $0.00 $0.00 $1,079,010 u. Amount requested for reimbursement $46,096.00 $0.00 $0.00 $46,096 v. Percent of physical comrletio:^. C! project 79.9% 0.0% 0.0% 79.9% 12. CERTIFICATION 1 certify that to the best of my knowledge and belief the billed costs or disburse- ments are in accordance with the terms of the project and that the reimbursement represents the Federal share due which a. RECIPIENT SIGNATURE#F AUTHORIZED C I G OFFICIALSEP DATE REPORT SUBMITTED 1 9 1994 TYPR ED ORINTED N TITLE THOMAS H. WICKHAM TOWN SUPERVISOR TELEPHONE NO. (516) 765-1800 has not been previously requested and that an inspection has been performed and all work is in accordance with the b. Repro sentativ SIGNATU OF AUTHORIZED CERTIFYING, OFFICIAL DATE REPO SUBM D �% Cy' terms of the award. -- certifying to line J / 11v TYPED OR RINTED NAME AND TITLE TEL HONE NO. C&S ENGINEERS INC. SHEILA M. FARLEY GRANTS ADMINISTRATOR (315) 455-7981 a,_u ra zri1r-rst Prescribed by Office of Management and Budget Cir. No. A-110 ♦ V ! _ REQUEST FOR FUNDS FISHERS ISLAND AIRPORT - ELIZABETH FIELD SOUTHOLD, NY To: DOT/FAA Fitzgerald Federal Building JFK International Airport Jamaica, New York 11430 Attn: AEA -25B Bernice Beckford Date of Withdrawal: Drawdowns: Letter of Credit No. 69002-082 Contract Number FA EA Number Amount 3-364)029-08-93 FA EA 93-249 $ 46,096 Contact Person: Phone: John Cushman (516) 765-4333 cc: Theresa M. Hopkins 09/15/94 FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. 0913.08 SUMMARY OF FEDERAL ELIGIBLE PROJECT COSTS PROGRAM NO. 1 09/15/94 211.006.003 FEDERAL GRANT ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE AGREEMENT AMOUNTS FEDERAL ELIGIBLE FEDERAL ELIGIBLE PARTICIPATING a. ADMINISTRATIVE EXPENSE ......................... 83,000.00 83,000.00 ------------------------------------ 9266.64 $0.00 b. PRELIMINARY EXPENSE ............................ 80.00 80.00 80.00 80.00 c. LAND, STRUCTURES, RIGHT-OF-WAY ................. 80.00 80.00 80.00 80.00 d. ARCHITECTURAL ENGINEERING BASIC FEES........... 80.00 80.00 80.00 80.00 e. OTHER ARCHITECTURAL ENGINEERING FEES........... 80.00 80.00 80.00 80.00 f. PROJECT INSPECTION FEES ........................ 8130,910.00 8130,910.00 8102,941.13 80.00 g. LAND DEVELOPMENT ............................... 80.00 80.00 80.00 80.00 h. RELOCATION EXPENSE ............................. 80.00 80.00 80.00 80.00 i. RELOC PAYMENTS TO INDIV AND BUSINESSES......... 80.00 80.00 80.00 $0.00 j. DEMOLITION AND REMOVAL ......................... 80.00 80.00 80.00 80.00 k. CONSTRUCTION AND PROJECT IMPROVEMENT COST...... 81,429,543.00 81,429,543.10 81,146,910.99 80.00 1. EQUIPMENT ...................................... 80.00 80.00 80.00 $0.00 o. MISCELLANEOUS COST ............................. 82,000.00 82,000.00 80.00 80.00 -------------------------------------------------------------------------------------------------------------------------------------- TOTAL FEDERAL COSTS 81,565,453.00 81,565,453.10 81,250,118.76 $0.00 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 09/15/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 ADMINISTRATIVE EXPENSE ANALYSIS PROGRAM NO. 1 ----------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: 8266.64 8266.64 $0.00 FEDERAL STATE NON- DATE ELIGIBLE ELIGIBLE PARTICIPATING * 05/24/94 8126.48 8126.48 80.00 * 05/31/94 8140.16 8140.16 80.00 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 09/15/94 RUNNAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS ------------------------------------ PROGRAM NO. 1 Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $102,941.13 $92,305.46 $0.00 RETAINAGE TO DATE: $5,431.11 SUBTOTAL: $108,372.24 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING * 11/24/93 $5,358.68 $4,734.61 00.00 * 01/21/94 $576.39 $475.41 00.00 * 02/17/94 $934.95 $803.39 $0.00 * 03/14/94 $742.23 $637.79 $0.00 * 04/14/94 $7,614.34 $6,581.80 $0.00 * 04/28/94 $14,702.73 $12,953.23 $0.00 * 05/25/94 $23,576.93 $20,608.99 $0.00 * 06/22/94 $33,860.29 $30,831.82 $0.00 07/21/94 $12,754.90 $12,160.12 $0.00 08/12/94 $2,819.69 $2,518.30 $0.00 '............. LIVERPOQL ......................I N. Y......... jULy..2.L%...... 1fl..QA. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, H. Y., Dr. To .................... C$S ENGINEERS, INC. .........................Claimant .................................... .. Address..1020 SEVENTH NORTH STREET ................................•.......... ... 0........... Fed. I. D. No. ..13-5318940 ............................... or Soc. Security No. ...................... The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and than the balance therein stated is actually due and owing. JULY 21, 19 .94 !li:Q!�' :.t!".'`"'. ................ Dated , Signature PROJECT #211-006 CONTRACT NO. 003 RE: RUNWAY 7-2S & 12-30 OVERLAY INSPECTION SERVI ES INV#407081 IN ACCORDANCE WITH ENGINEERING AGREEMENT DA SEPTEMBER 8, 1993 FOR ENGINEERING SERVICES ED 1 PERFORMED FROM JUNE 11, 1994 THROUGH JULY 1 1994 1$13,426.21 LESS: S% RETAINAGE I- 671.31 ' $12,754.90 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and than the balance therein stated is actually due and owing. JULY 21, 19 .94 !li:Q!�' :.t!".'`"'. ................ Dated , Signature 1 ' CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 07/21/94 TOWN OF SOUTHOLD INVOICE #: 407084 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF R/W 7-25 & 12-30 OVERLAY FISHERS ISLAND AIRPORT EST. COST: 115,697.00 R/W 7-25 & 12-30 OVERLAY FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL : 130,910.00 FOR PROFESSIONAL SERVICES RENDERED FROM 06/11/94 THROUGH 07/01/94�� ANALYSIS OF COST THIS INVOICE DIRECT SALARIES 1,752.60 OVERHEAD % 145.00 2,541.27- '6 TOTAL REGULAR LABOR EXPENSE 4,293.87 PREMIUM LABOR COST .00 TOTAL DIRECT PERSONNEL -------------- 4,293.87 OTHER DIRECT CHARGES 8,129.14 0, -------------- TOTAL COSTS 12,423.01 FIXED FEE 15% 1,003.20 -7r9 -- - - - - - - - - - - -- TOTAL THIS INVOICE 13,426.21 LESS 5% RETAINAGE 671.31_ ------------- Jia 1 ,l AMOUNT DUE THIS INVOICE 12,754.90 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 457-6711 EXT. NO. 301 Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 TOWN OF SOUTHOLD INV. DATE: 07/21/94 TOWN OF SOUTHOLD INVOICE #: 407084 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: S A L A R Y & E X P E N S E D E T A I L SALARIES BASED ON MULTIPLIER HOURS RATE PREM AMOUNT MANAGING ENGINEER PETRANCHUK, MARK F. 4.00 32.6000 130.40 SENIOR PROJECT ENGINEER CLARK, BRUCE 18.00 24.2000 435.60 DESIGNER KANE, KATHLEEN C. 3.00 14.2000 42.60 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 23.00 28.0000 644.00 SENIOR INSPECTOR FEHRMAN, GREGORY J. 24.00 18.8000 451.20 SR.INSPECTOR WILDS, KAREN D. 2.00 16.4000 32.80 TECHNICAL TYPIST LIEBOWITZ, KIMBERLY .50 10.6000 5.30 BAXTER, CYNTHIA A. 1.00 10.7000 10.70 -------- 75.50 ---------- ---------- 1,752.60 OTHER EXPENSES COST/QTY RATE AMOUNT SUBCONTRACT PROFESSIONAL SERVICES INDEPENDENT MATERIALS TESTI 60.00 1.0000 60.00 UNIVERSAL TESTING & INSPECT 5,675.00 1.0000 5,675.00 TRAVEL & SUBSISTENCE CERRETANI, LAWRENCE J. 1,102.50 1.0000 1,102.50 CLARK, BRUCE 638.36 1.0000 638.36 FEHRMAN, GREGORY J. 479.00 1.0000 479.00 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL OTHER EXPENSES Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 07/21/94 INVOICE #: 407084 PROJECT #: 211.006.003 CLIENT REF: COST/QTY RATE AMOUNT POSTAGE & SHIPPING UNITED PARCEL SERVICE 15.25 1.0000 15.25 AUTO RENTAL CERRETANI, LAWRENCE J. 159.03 1.0000 159.03 ------------ 8,129.14 ** Total Project 211.006.003 9,881.74 Universal Testing & Inspection Services Inc. 82 Otis Street W. Babylon, NY 11704 Tel: (516) 491-5252 Fax: (516) 491-5959 CSS Engineers Inc. 1020 Seventh North Street Liverpool, NY. 13088 INVOICE # 195-9 all.op�. CO3.77a DNC T�"n QUANTITY DESCRIPTION OF SERVICES UNIT PRICE AMOUNT 9 Days Plant Production - 5/2, 5/3, 5/4,1 5/6, 5/9, 5/10, 5/11, 5/12 350.00 3150.00 12 Hrs. Travel Time - 5/1 4 25.00 300.00 5/6 4 5/8 4 28 Hrs. Overtime - 5/2 4 5/3 6 5/4 4 5/9 4 5/10 4- 5/11 6- 50,.00 1400.00 600 Mileage - West Babylon, New York to New London, CT. (150 miles) 5/1, 5/6, 5/8, 5/12 9 nightsI Per diem - 5/1, 5/2, 5/3, 5/4, 5/5, 5/8, 5/9, 5/10, 5/11 .25 1 150.00 I 75.00 675.0- I 5675.00 V TRANSMITTAL RECEIVED To: Mr. Phil Knauff Ferry District Commissioner Fisher's Island Ferry District Front of State Street New London, CT 06320 Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Elizabeth Field Fishers Isl. Airport Runway 7-25 & 12-30 Overlay FAA-AIP No. 3-36-0029-08-93 NYSDOT No. 0913.08 File: 211.006 Attn: Date: September 12, 1994 We are sending you X herewith under separate cover via • Original Estimate No. 3 and Claim Voucher, for the above -referenced project. The above are for information X approval revision construction X other Payment REMARKS: If you have any questions, please feel free to contact us. If enclosed are not as noted, please notify us at once. KDW/cb Enclosure cc: Ms. Judith Terry (w/enc.) C&S ENGINEERS, INC. rc^ Karen D. Wilds Construction Records Specialist PROJECT: ELIZABETH FIELD - FISHERS ISLAND AIRPORT RUNWAY 7-25 & 12-30 OVERLAY FAA-AIP NO. 3-36-0029-08-93 N.Y.S.D.O.T. NO. 0913.08 TO THE TOWN OF SOUTHOLD: FILE: 211.006 DATE: 9/8/94 ESTIMATE NO 3 Pursuant to the terms of the Contract, dated September 7, 1993, by and between the Town of Southold and Bourgeois & Shaw, Inc., contractor for the construction of the Eliabeth Field -Fisher's Island Airport Runway 7-25 & 12-30 Overlay (FAA-AIP No. 3-36-0029-08-93, NYSDOT No. 0913.08), we hereby submit the Third Estimate, for work completed through June 3, 1994: ITE NO DESCRIPTION ORIGINAI QUANTITY UNIT PRICE TO DATE TO DATE Alternate No. 1 P-152 1. Common Excavation 100.00% L.S. $55,000.00 100.00% $55,000.00 P-158 2. Cold Milling Existing Pavement 17500.00 s.y. $2.00 14779.98 $29,559.96 P-400 3. Preparation o fExisting Pavement Type 1 7000.00 s.y. $2.50 3221.21 $8,053.03 P-400 4. Preparation of Existing Pavement, Type II 100.00% L.S. $95,000.00 100.00% $95,000.00 P-409 5. Bituminous Concrete - Type 6F, Top 7060.00 tons $65.00 6245.33 $405,946.45 P-409 6. True and Level Course 5190.00 tons $65.00 3275.93 $212,935.45 P-502 7. Full Depth PCC Pavement Repair 285.00 s.y. $100.00 285.00 $28,500.00 P-503 8. Joint Resealing (PCC) 10350.00 I.f. $1.50 7930.00 $11,895.00 P-503 9. Crack Sealing 2205.00 I.f. $5.00 2048.00 $10,240.00 P-603 10. Bituminous Tack Coat 3785.00 gals $4.00 2843.93 $11,375.72 P-612 11. Field Office 100.00% L.S. $5,000.00 100.00% $5,000.00 P-620 12. Runway & Taxiway Painting 32930.00 s.f. $0.75 32930.00 $24,697.50 P-625 13. Sand Slurry Coal -Tar Pitch Emulsion Sealcoat 24780.00 s.y. $1.27 24315.45 $30,880.62 T-90614. Beachgrass 3400.00 s.y. $5.10 0.00 $0.00 D-710 15. Stablization Fabric 3675.00 s.f. $2.00 2760.00 $5,520.00 D-712 16. Rip -Rap Berm 280.00 I.f. $35.00 276.00 $9,660.00 L-108 17. Cable Trenching for the Installation of Underground Cable 790.00 I.f. $5.00 702.00 $3,510.00 L-108 18. No. 8 AWG, 600V, Type C Single Conductor Unerground Cable Installed in Trench/Duct 3465.00 I.f. $3.00 3192.00 $9,576.00 L-108 19. No. 8 AWG, 5KV, Type C Single Conductor Unerground Cable Installed in Trench/Duct 410.00 I.f. $3.00 290.00 $870.00 L-108 20. No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods and Exothermic Connections 790.00 11 $3.00 790.00 $2,370.00 L-110 21. 2 -inch Diameter Rigid Steel Conduit 360.00 I.f. $15.00 339.00 $5,085.00 L-125 22. Guidance Sign, 4 Characters, Base Mounted, in place 4.00 each $6,000.00 4.00 $24,000.00 L-125 23. Modification of Existing Runway Threshold Lights 16.00 each $600.00 16.00 $9,600.00 M-100 24. Maintenance & Protection of Traffic 100.00% L.S. $55,000.00 100.00% $55,000.00 M-150 25. Project Survey & Stakeout 100.00% L.S. $113,000.00 100.00% $113,000.00 M-200 26. Mobilization 100.00% L.S. $40,000.00 100.00% $40,000.00 STATEMENT OF DAYS CHARGED 50 TOTAL CONTRACT DAYS 38 LESS DAYS CHARGED 12 TOTAL DAYS REMAINING BOURGEOIS & SHAWL, INC. BY: TITLE: 4" a,*,Q.Q Gr DATE: S �o-� . c7 . l h o14 Total Amount of Work Done to Date -------- $1,207,274.73 Less 5% Retained ----------------- $60,363.74 Amount Recommended for Payment, $1,146,910.99 Previous Estimates--------------- $1,111,266.99 AMOUNT DUE CONTRACTOR, ESTIMATE #3 --- $35,644.00 C&S ENGINEERS, INC. Harold W. Wagner, Division Manager r Account Number ............. Invoice #............. Date ................ 19........... TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: or Social Security Number: Bourgeois & Shaw, Inc. Payee Reference: Address: .................................... 90. Wolcott. Road ...................... Phone No.(....)....................... Simsbury.,, CT. 060707,1416 .............. Vendor Contact CashDiscount ..................% .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount 523-12 Airport Invoice #3 9/8/94 35,644.00 Total $35,644.00 Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated .. .'�> m �•�-..�a.a..c' ...V ... ,19 ct4... .. Signature i.I xxcesio' STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION ALBANY, N.Y. 12232 JOHN C. EGAN COMMISSIONER Mr. Scott Harris Supervisor - Town of Southold Town Hall 53095 Main Rd. P. O. Box 1179 Southold, BY 11911 4nnL Ais 'Z 7717T RE: FISHERS ISLAND AIRPORT - SOUTHOLD PIN 0913.02 / K550135 (1988) PREPARE ALP QFrC1VF1) AUG `r 9 1PQ,' 5ourhola 1 own CIf,* MARIO M. CUOMO GOVERNOR Dear Mr. Harris: Your payment application #2 AND FINAL in the amount of $99.80 for the above subject project has been received by our office and forwarded for further processing. Sincerely, Robert P. Michaud Director Aviation Development and Planning RPM/DEH/MIN cc: Regional Planning & Project Manager, Region #10 File - STATE PAYMENT - Southold - 1988 - 0913.02 To: Mr. Philip Brito Manager Federal Aviation Administration N.Y. Airports District Office 181 South Franklin Avenue Valley Stream, NY 11581 Attention: cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island -Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 Fid-_. 21, '?06 0n3 Date: July 22, 1994 Enclosed please find the following: Three copies of Partial Payment Request No. THREE (Form 271) with attached backup documentation for your review and processing. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. Theresa M. Hopkins Assistant Grants Administrator Enclosures cc: Ma. Judith Terry cis Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 To: Mr. James Kuzloski Re: Fishers Island -Elizabeth Field NYS Dept. of Transportation, Region 10 RW 7-25 & 12-30 Overlay (Const) New York State Office Building FAA AIP No. 3-36-0029-08-93 Veterans Highway NYS PIN 0913.08 Hauppauge, NY 11787 File: 211.006.003 Attention: Date: July 22, 1994 Sou#ho!� T, ., •, ' Enclosed please find the following: Three copies of Partial Payment Request No. TWO (Form FIN -190) with attached backup documentation for your review and processing. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. Theresa M. Hopkins Assistant Grants Administrator Enclosures cc: Ms. Judith Terry JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 21, 1994 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 Theresa M. Hopkins Assistant Grants Administrator C&S Engineers, Inc. 1020 Seventh North Street Liverpool, New York 13088 Re: Fishers Island - Elizabeth Field RW 7-25 & 12-30 Overlay (Const.) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 Dear Ms. Hopkins: Transmitted herewith is the following: Four (4) executed copies of Partial Payment Request No. THREE (Form 271), and four (4) Partial Payment Request No. TWO (Form FIN -190) with regard to the above captioned project. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures JUDITH T. TERRY 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 (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JULY 26, 1994: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Thomas Wickham to execute Partial Payment Request No. Three to the Federal Aviation Administration in the amount of $590,243.00, and Partial Payment Request No. Two to the New York State Department of Transportation in the amount of $31,007.88, with regard to the Fishers Island - Elizabeth Field Runways 7-25 and 12-30 Overlay (Construction) Project, all in accordance with the approval or CSS Engineers, Inc., the Town's consultants for the project. Judith T. Terry Southold Town Clerk July 27, 1994 CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 To: Ms. Judith Terry Re: Fishers Island -Elizabeth Field Town Clerk RW 7-25 & 12-30 Overlay (Const) Town of Southold FAA AIP No. 3-36-0029-08-93 Town Hall NYS PIN 0913.08 53095 Main Road, PO Box 1179 RECEIVED Southold, NY 11971 1 (j! File: 211.006.003 Southold T ,wn t'14 Attention: Date: July 11, 1994 Enclosed please find the following: Five copies of Partial Payment Request No. THREE (Form 27 1) with attached backup documentation for your review and signature. Five copies of Partial Payment Request No. TWO (Form FIN -190) with attached backup documentation for your review and signature. Remarks: Please have Mr. Wickham sign four copies of Form 271, four copies of Form FIN -190 (both pages), and return them to me for distribution. Keep one cope with attached backup documentation for your files. If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. 1 Theresa M. Hopkins Assistant Grants Administrator Enclosures 61 PJWWVW hUM 271 V-76) Prescribed by Office of Management and Budget Cit. No. A-110 PROGRAMS - FUNCTIONS - ACTIVITIES Approved by Office of Management and PAGE OUTLAY REPORT AND REQUEST FOR'REIMBURSE- Budget No. So-RO181 1 OF 1 PAGES MENT FOR CONSTRUCTION PROGRAMS 1. TYPE OF REQUEST 2. BASIS OF REQUEST RUNWAY 7-25 & 12-3 0 FINAL ® PARTIAL ® CASH 0 ACCRUAL F FEDERAL SPONSO VNQ AGENCY AND ORGANIZATIONAL ELEMENT TO WHICH THIS REPORT IS SUBMITTED 4. FEDERAL GRANT OR OTHER 5. LAL PAYMENT REQUEST NO. IDENTIFYING NUMBER ASSIGNED BY FEDERAL AGENCY THREE Federal Aviation Administration - N.Y.A.D.O. 3-36-0029-08-93 S. EMPLOYER IDENTIFICATION NO. 7. RECIPIENT ACCOUNT OR OTHER PERIOD COVERED BY THIS REPORT FROM(Month, day year) TO (Month, day, year) $0.00 IDENTIFYING NUMBER 11-6003307 WA 5/25/94 6/30194 e. RECIPIENT OWWWATION 10. PAYZE (Whm check should be sent H drtlerent than item D) Name: TOWN OF SOUTHOLD Nanw: TOWN HALL, 53095 MAIN ROAD $0.00 No. and P.O. BOX 1179 No. and Street SOUTHOLD, NY 11971 Street city. city. State and State and ZIPCodr ZIPCode. I t STATUS OF FUNDS 61 PJWWVW hUM 271 V-76) Prescribed by Office of Management and Budget Cit. No. A-110 PROGRAMS - FUNCTIONS - ACTIVITIES w (b) CLASSIFICATION RUNWAY 7-25 & 12-3 TOTAL OVERLAY (Constructs ) a. Administrative expense $266.64 $0.00 $0.00 $266.64 b. Preliminary expense $0.00 $0.00 $0.00 $0.00 c. Land, structures, right-of-way $0.00 $0.00 $0.00 $0.00 d. Architectural engineering basic fees $0.00 $0.00 $0.00 $0.00 e. Other architectural engineering fees $0.00 $0.00 $0.00 $0.00 I. Project inspection fees $87,366.54 $0.00 $0.00 $87,366.54 g. Land development $0.00 $0.00 $0.00 $0.00 h. Relocation expense $0.00 $0.00 $0.00 $0.00 1. Relocation payments to individuals and businesses $0.00 $0.00 $0.00 $0.00 j. Demolition and removal $0.00 $0.00 $0.00 $0.00 k. Construction and project Improvement cost $1,111,266.99 $0.00 $0.00 $1,111,266.99 1. Equipment $0.00 $0.00 $0.00 $0.00 m. Miscellaneous cost $0.00 $0.00 $0.00 $0.00 n. Total cumulative to date (sum of lines a thru m) $1,198,900.17 $0.00 $0.00 $1,198,900.17 o. Deductions for program income $0.00- p. Net cumulative to date (Line n minus line o) $1,198,900.17 $0.00 $0.00 $1,198,900.17 q. Federal share to date $1,079,010.15 $0.00 $0.00 $1,079,010.15 r. Rehabilitation grants (100% reim- bursement) s. Total Federal share (sum of lines q and r) $1,079,010.15 $0.00 $0.00 $1,079,010.15 I. Federal payments previously re- quested $488.766 $0.00 $0.00 $488,766 u. Amount requested for reimbursement $590,243.66 $0.00 $0.00 $590,243 v. Percent of physical completion of project 76.6% 0.00 0.00 76.6% 12. CERTIFICATION bIGNAi KE O Ui tiOWZED t;ERTI YINQ OFFICIAL DATE REPORT SUBMITTED J1 `1 UL 1 certify that to the best of my knowledge a. RECIPIENT and belief the billed costs or disburse- TYPED ORP ED NAME AND TITLE TELEPHONE NO. ments are in accordance with the terms THOMAS H. WICKHAM of the project and that the reimbursement TOWN SUPERVISOR (516) 765-1800 represents the Federal share due which has not been previously requested and SIGNATURE OF AUTHORIZED CERTIFYING DATE REPORT SUBMITTED that an Inspection has been performed OFFICIAL j and all work is in accordance with the b. Representativer terms of the award. certifying to fine 1 11v. TYPED OR PRINTED NAKIE AND FIT LE TELEPHO E NO. CSS ENGINEERS INC. SHEILA M. FARLEY (315) 455-7981 GRANTS ADMINISTRATOR 61 PJWWVW hUM 271 V-76) Prescribed by Office of Management and Budget Cit. No. A-110 FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. 0913.08 A SUMMARY OF FEDERAL ELIGIBLE PROJECT COSTS PROGRAM NO. 1 ----------------------------------------------- 07/11/94 211.006.003 FEDERAL GRANT ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE AGREEMENT AMOUNTS FEDERAL ELIGIBLE FEDERAL ELIGIBLE PARTICIPATING a. ADMINISTRATIVE EXPENSE ......................... $3,000.00 $3,000.00 $266.64 $0.00 b. PRELIMINARY EXPENSE ............................ $0.00 $0.00 $0.00 $0.00 c. LAND, STRUCTURES, RIGHT-OF-WAY ................. $0.00 $0.00 $0.00 $0.00 d. ARCHITECTURAL ENGINEERING BASIC FEES........... $0.00 $0.00 $0.00 $0.00 e. OTHER ARCHITECTURAL ENGINEERING FEES........... $0.00 $0.00 $0.00 $0.00 f. PROJECT INSPECTION FEES ........................ $130,910.00 $130,910.00 $87,366.54 $0.00 9. LAND DEVELOPMENT ............................... $0.00 $0.00 $0.00 80.00 h. RELOCATION EXPENSE ............................. $0.00 $0.00 $0.00 $0.00 i. RELOC PAYMENTS TO INDIV AND BUSINESSES......... $0.00 $0.00 $0.00 j. DEMOLITION AND REMOVAL ......................... $0.00 $0.00 $0.00 $0.00 �. CONSTRUCTION AND PROJECT IMPROVEMENT COST...... $1,429,543.00 $1,429,543.10 $1,111,266.99 $0.00 :. EQUIPMENT ...................................... $0.00 $0.00 $0.00 $0.00 m. MISCELLANEOUS COST ............................. $2,000.00 $2,000.00 $0.00 $0.00 -------------------------------------------------------------------------------------------------------------------------------------- TOTAL FEDERAL COSTS $1,565,453.00 $1,565,453.10 $1,198,900.17 $0.00 FISHERS ISLAND AIRPORT ELIZABETH FIELD 07/11/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 ADMINISTRATIVE EXPENSE ANALYSIS PROGRAM NO. 1 ----------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: ------------------------------------------------------------------------ $266.64 $266.64 $0.00 ------------------------------------------------------------------------ FEDERAL STATE NON- DATE ELIGIBLE ELIGIBLE PARTICIPATING 05/24/94 $126.48 $126.48 $0.00 05/31/94 $140.16 $140.16 $0.00 ORIGINAL Payable in Dallas County, Dallas, TX t INVOICE �p 1wcv ,, nownw. For Important Inform tion See Reverse Side I I. ORDER. EDBYjhjAkj CUSH AN 1 (516) .7 For Credit Inquiries please call'' r I ;ALESMAN j WHSE. DATE SHIPPED PAYMENT -TERMS PURCHASE ORDER NO. SHIP VIA INVOICE NUMBER INVOICE NUMBER INVOICE DATE 1611 5-A1 5/24/94 NET. 30 01481 �' UG 5310081-77 5310fJ6177 5/24/94 LINE QTY, ORD. QTY. SHIP. PRODUCT/ DESCRIPTION UNIT PRICE AMOUNT CUSTOMER NUMBER RUNr g�; ; .Iii,:: -1;1.�. t' 141445 �..:�>�.. ��,�� ORDER #s 53123272 k. ..a.. its. .� i, . �.:.. -, ,. PLEASE RETURN M10115m, P17274.. 0d:.... THIS PORTION OF THE INVOICE WITH YOUR 7771 PAYMENT. REMIT TO`. F • p(../.,,��I♦-•' 31 '� SUB. TOTAL 117'.98 COMPUSAM INC � : :I�1}�N,'�`Lf�C ;r�.�'--�°o •4h ' t - FNE GUitP1JTER SUP:.FAST i t CUSP FI. ' .'` 141'�e4"' r y y s , �Rr.. g `" 5 U CHB. P.0� •:BC}X', 98344 TOWN OF 100THQLD TOWN OF SOtJTHOIp ' CHICAGO+ IL, H A TTN: ; ACCOUNTS PAYASLE o ATTN: ACCOUNTS PAYABLE CHG. .Q(} 60693 I P 53095 MAIN Rb 0 53095 MAIN RD T SOUTHOLD NY 11971 T STnzs ,oQ INVOICE TOTAL ° A TTN: ° SOUTHOLD NY 119.710959' PAY AMOUNIT 1?b.'tt3 MYNEX Installation/Maintenance Visit Charges Check one or more as required (MSC, T&M, to cover work done) MSC The trouble condition was caused by customer provided equipment or wiring. No trouble was found in Telco facilities, therefore a Maintenance Service Charge will apply. T&M Charges for on -premises jack and wire installation work that will appear on your next bill. Charges on this statent donut include service charge to process order, line charge(s) to connect dial tone, network interface installation charge or mondit service charges or taxes. _XTo Cover Work Dais Service Order Request Type of Activity (Complete this Section) Date Y Check One: Installation S.O. # C /M 'Y 3 % Y 7 NPV Go -Back ,.Tel. #/Ckt. # 74 Repair BTN # 7G� gob Related S.O. # Name & Address �w ,,, o F� pt;. (Complete this Section) Customer Name Customer Address A7A`1-V P Joy A0 LCI Technician EC # + Y Name �`�`'►� Originator's Address MSC Repair Only: Arrival Time Completion Time Total $ Trouble Condition (if Demand Visit—Enter X — Statement of Premises Work Charges—Billable Materials—Installation & Repair T&M Item Code Unit Price -77a- fR --I � $ Co,vv &OcK 7Y1509 $ %, j.7 'Ac- k Tyr. C_ $ 3 ..I $ Billable Time: Installation and Repairs c� Installation Minimum First 60 Minutes ........................ $ /• % Repair Minimum First 30 Minutes ............................ $ Additional 30 Minute Increments x $ .... $ Quantity Charge $ $ 3. /1 $ O Total Billable Material(s) $ l o . 3 a Total Billable Time $ /" ' 7 9 Total UlableT&MCharges $ /7 0►) Installment Billing Offered (Residence Customers Only)__ Yes No No. of Months (2-12 mos.) To Cover Work Done Inside Wire or Jacks Installed (Complete T&M Section) Other Work Done: For B Customer/Agent or Representative Signature - SAVE THIS ST IM -102 NY (Rev. 12/93) , Date SEE REVERSE SIDE FOR MORE INFORMATION. CUSTOMER FISHERS ISLAND AIRPORT - ELIZABETH FIELD 07/11/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 ------------------------------------ Indicates previous subsittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: ------------------------------------------------------------------------ $87,366.54 $77,627.04 $0.00 ------------------------------------------------------------------------ RETAINAGE TO DATE: $4,611.40 SUBTOTAL: $91,977.94 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING * 11/24/93 $5,358.68 $4,734.61 $0.00 * 01/21/94 $576.39 $475.41 $0.00 * 02/17/94 $934.95 $803.39 $0.00 * 03/14/94 $742.23 $637.79 $0.00 * 04/14/94 $7,614.34 $6,581.80 $0.00 * 04/28/94 $14,702.73 $12,953.23 $0.00 * 05/25/94 $23,576.93 $20,608.99 $0.00 06/22/94 $33,860.29 $30,831.82 $0.00 TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 R/W 7-25 & 12-30 OVERLAY ATTN PHIL KNAUFF FISHER ISLAND AIRPORT INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 05/14/94 THROUGH 06/10/94 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 15% TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE (rr-�] MR� Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 06/22/94 INVOICE #: 406137 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 THIS INVOICE 6,411.95 9,297.33 15,709.28 .00 15,709.28 16,084.34 -------------- 31,793.62 3,848.79 -------------- 35,642.41 1,782.12 33,860.29 CONTACT PERSON: MICHAEL J. WALKER, BUSINESS MANAGER TELEPHONE: (315) 457-6711 EXT. NO. 301 .... ... N. Y .......JUNE -22 19.9.4.. �- TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. To ....... C S . ENG .INEER...S .,...I..NC .. ......................... ................Claimant ............. Address..... 1020 SEVENTH NORTH STREET ................................................... w........... Fed. I. D. No. 13-5318940 .............. or Soc. Security No. ...................... NV#406137 PROJECT NO. 211.006 CONTRACT NO. 003 RE: RUNWAY 7-25 & 12-30 OVERLAY INSPECTIO3 SERVIICES IN ACCORDANCE WITH ENGINEERING AGREEMENT DA ED SEPTEMBER 8, 1993 FOR ENGINEERING SERVICES #ERFORIIED i( FROM MAY 14 1994 THROUGH JUNE 10 1994. I� 1$35,642141 LESS: 5% RETAINAGE I I 1,782k2 11$33,860[292 II I The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) fore?oing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated JUNE 22, 19 94 ..................... 4 ..:.......................................... Sicnature a (-F]R� Engineers, Inc. 1020 Sever9N VQrth0WFjj. LiveQf 0 rk 13088-6199 TOWN OF SOUTHOLD INVOICE (f15) 4jt37Fax (315) 457-9803 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER HOURS RATE PREM AMOUNT MANAGING ENGINEER PETRANCHUK, MARK F. 20.00 32.6000 652.00 SENIOR PROJECT ENGINEER CLARK, BRUCE 7.00 24.2000 169.40 PROJECT ENGINEER CLARK, BRUCE 30.00 22.7000 681.00 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 45.00 28.0000 1,260.00 SENIOR INSPECTOR FEHRMAN, GREGORY J. 152.00 18.8000 2,857.60 SR.INSPECTOR WILDS, KAREN D. 10.00 16.4000 164.00 GRANTS ADMINISTRATOR HOPKINS, THERESA M. 2.00 11.2000 22.40 HOPKINS, THERESA M. 7.00 12.2000 85.40 TECHNICAL TYPIST BAXTER, CYNTHIA A. 2.50 10.7000 26.75 MACKO, GERALYN M. 3.00 9.8000 29.40 JUNIOR INSPECTOR WICKER, DAVID J. 40.00 11.6000 464.00 -------- 318.50 ---------- ---------- 6,411.95 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL OTHER EXPENSES COST/QTY SUBCONTRACT PROFESSIONAL SERVICES INDEPENDENT MATERIALS TESTI 548.00 UNIVERSAL TESTING & INSPECT 5,587.00 REPRODUCTION & PRINTING COST C&S REPRO 5.00 MILEAGE C&S MILEAGE 139.38 TRAVEL & SUBSISTENCE DEL GUIDICE, JOHN A. 1,336.00 WICKER, DAVID J. 2,608.00 FEHRMAN, GREGORY J. 4,171.50 AUTO RENTAL WICKER, DAVID J. 526.96 FEHRMAN, GREGORY J. 1,124.94 MISCELLANEOUS OTHER DIRECT EXPENSE Crystal Photo & Printing 37.56 ((7--D mg� Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 06/22/94 INVOICE #: 406137 PROJECT #: 211.006.003 CLIENT REF: RATE AMOUNT 1.0000 548.00 1.0000 5,587.00 I II 1.0000 139.38 1.0000 1,336.00 1.0000 2,608.00 1.0000 4,171.50 1.0000 526.96 1.0000 1,124.94 1.0000 37.56 ** Total Project 211.006.003 ------------ 16,084.34 22,496.29 rn a -#.- 1, i o rn APPROVED: -A- TAL PROJECT 01 7HU AA IX f) VS T R 1131 U T 10 l,' -j TOTAL Universal Testing & Inspection Services Inc. 82 Otis Street W. Babylon, NY 11704 Tel: (516) 491-5252 Fax: (516) 491-5959 C&S Engineers, Inc. 1020 Seventh North St. Liverpool, NY 13088 INVOICE # 185-94 YOM PROJECT: Fishers Island QUANTITY DESCRIPTION OF SERVICES UNIT PRICE AMOUNT 3 Days Plant calibration - scales, hoppers & automation - 3/31, 4/1, 4/4 350.00 1050.00 1 Day Mix_properfy verification at W. Babylon laboratory - 4/5 350.00 350.00 Principal's services - review of JMF revision - 4/12 100.00 100.00 1 Day Mix property verification at Fishers q Island - 4/21 350.00 350.00 Days Plant production - 4/25, 4/26, 4/27, 1 ya,.00 I/z Ny 4/28, 4000- Pilin+ P► kx" - q1Z9 350.00 o- 7-510.00 2 -lb -CO 26 Hrs. Travel time - 3/31 47 4/21 5 25.00 650.00 4/1 4 4/24 4 (Sun) 4/4 5 4/29 4 8c0.00 20 Hrs Overtime - 4/1 3 4/21 1 50.00 bdafiwa& 4/25 4/26 2 2Acus 1 4/28 6 600 Miles Mileage - 4/1, 4/21, 4/24, 4/29 .25 150.00 150 miles - W. Babylon NY to New London ct. (one Way) 5 Nights per diem - 4/24, 4/25, 4/26, 4/27, 4/28 75.00 375.00 Ferry - Orient Pt. to New London 3/31 one way 28.00 28.00 4/4 R.T. 56.00 56.00 4/21 One Way 28.00 28.00 S,SB� -vo �' ✓ . � �ar CUSTOMER'S OROER NO. W OATS--: NAME /} 1 ADDRESS SOLD BY CASH C.O.D. CHARGE ION ACCT. MOSE.RETO. PAIO OUT QTY. DESCRIPTION AMOUNT ' " `r'y6 h -"t 3trxY It 1;42, . r. a.r.w7:":?1'-!'.,� 4 1: %..�'-:a�a:.'.-.:I- -..-c..a...s�•+.�.......yc�.,.r..:As-�rr.-at ~.+- . i 4 .=-r----- CRYSTAL PHOTO & PRINTING 440 S. Main Street 2848 Erie Blvd. East North Syracuse, New York 13212 Syracuse, New York 13224 Phone 4S2-1655 Phone 4467447 3900 W. Genesee Street O fs-M Printing Dept. Syracuse, New York 13219 North Syracuse, New Ywk 13212 Phone 487-1711 Phone 452-1501 CUSTOMER'S OROER NO. PHONE OATS--: NAME /} 1 ADDRESS SOLD BY CASH C.O.D. CHARGE ION ACCT. MOSE.RETO. PAIO OUT QTY. DESCRIPTION AMOUNT ' r �56 r i I- TAX RECEIVED BY I ---- ^) I TOTAL r"c/ All c!E!,mf, and returned pools ML5I be acccrnp:in,cd by th,-; b:i'. �, .. al NIG Ii CC 1- �� , .:.,1020 SEVENTH NORTH .-ET v,.. PHONE !LM P(PE _ EXPOSURES SIZE ASA 100 1�'ooAx _- ❑ 12' ❑ .Dlsc ❑ '- P KONICA .: ❑ 20 0X25 4�p AGFA 24 ` -- 135 1000 :OTHER 36 = ❑ tEoo fv� VA � al NIG Ii CC 1- �� , .:.,1020 SEVENTH NORTH .-ET v,.. PHONE !LM P(PE _ EXPOSURES SIZE ASA 100 1�'ooAx _- ❑ 12' ❑ .Dlsc ❑ '- P KONICA .: ❑ 20 0X25 4�p AGFA 24 ` -- 135 1000 :OTHER 36 = ❑ tEoo NO- OF GLOSSY` D MATTE_` PFINTS Q N + - MADE o 7SP£C1AL INSTRUCTIONS C s� .. I1{( } DATE TIME IN r TIME DUE CLE TWI REt S1 ;. ENLARGEMENTS = '. NO. OF NEG STRIPS ' ❑ REPRINTS El 5.7 ❑ 11, x 14 a ❑ OTHER-.: i PRICE g' s TOTAL / r/ , � tom" I 293022 DATE Wit,: TIME IN Tim DUE 1020 SEVENTH N09 N. CLERK PHONE 7N%ly CHECK ASA 0 12 13 DISC- -ENTS EN El 100 0 110 200 N060�,IRIPS 0 15 NE S I z- 0 125 400 7.7 AGFA 1wo cl moo x 10 OT NO Cf ER 40 MATTE PRIN-rs mokoe STSLCTIONS PRIC IF -17 440S. Main St. North Syracuse, N.Y. -lone 452-1655 all. ejvb, 5111 � 77, ". l .............. X FILE 293023 LETTER DATE 'T 1(e- le E C&S, TIME IN —V"C%—i ITH NORTH STREET TM SE TIME DUE LIVERFCOL, NEW YORK MORF1 d*:.ADDRESS CLERK CITY ASA SE' PHONE— l' FILM TYPE OSUSES SIZE ENI—Ai;i� -GNTS'* 100 Cl DISC KOOAK ��l 2 1 NO. OF i�200 $17 ❑ FUJI C3 is Cl 110 NEG STRIPS ❑ KONICA 0 20 El 12S 0 400 0 REPRINTS AGFA ❑ 24 3� E)1000 El 5.7 OTHER 36 Cl 1600 El 8 x 10 cl ❑ 11 .14 ------------ El OTHE NO. CF GLOSSY D MATTE PRINTS MACE PR;CE SPECIAL INSTRUCTIONS C e 11 -fog FT 1 6% 8o'.."PHOTO 440S. Main St. North Syracuse, N.Y. 4.4 Phone 452-1655 % oc;6 7 4 En ineers, Inc. EXPENSE REPORT SUMMARY DATE �< EMPLOYEE NAME I (PRINT) DEPARTMENT NAME: lao COuL-' jZl s C •J PERIOD SHEET : l OF �— FROM : 05f -I _c ,I TO SUMMARY OF XPENSES FOR ACCOUNTING TO BE ALLOCATED DEPT, USE ONLY RECONCILIATION APPROVALS RROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJJEp C�Tj NO, ACCOUNT NUMBER ITEM AMOUNT EMPLOYEE DATE UtrRVISOR DATE PARTNER DATE ( h / / 7 `�`` ACCOUH`TIrO O(� ,j1 QATL' I.. � /• ^^ a 11, 00rrV n I 003 (0/�) W / O I O V (` S 03 1 0 TOTAL PPD. OR CREDIT CARD EXPENSE TOTAL OUT OF POCKET EXPENSE TOTAL EXPENSE ADVANCE ADVANCE ATE ADVANCE TE TOTAL ADVANCE LEGS OUT OF POCKET EXPENSE BALANCE DUE COMPANYj DUE EMPLOYEE REMARKS r GRAND TOTAL Payment BC 4226 951 464 848 Date Description HAY 13 OCCUPANCY TAX MAY 14 TELEPHONE CHARGES a 14 ROOM CHARGE roy s Date 05/20/94 COMFORT INN MYSTIC SEAPORT Acct# P50359-03 Time 05:51 48 WHITEHALL AVE. Room# 126 Pane 5 MYSTIC, CT 06355 „P Y _... ROOM CHARGE FAX: (203) 572-9358 Rate Code PCCUPANCY TAX _.23 PH: (203) 572-8531 Group _ ; CUPANCY TAX Room Type Y. :7 PION CHARGE ROOM CHARGE Room Rate 44.t: U7CUPANCY TAX P'y Arrive APR 17 94 22:58 FEHf ;',nN /GREGORY Depart MAY 21 94 Payment BC 4226 951 464 848 Date Description HAY 13 OCCUPANCY TAX MAY 14 TELEPHONE CHARGES 1^Y 14 ROOM CHARGE roy 14 OCCUPANCY TAX nAY 15 NASTERCARD/VISA MAY 15 TELEPHONE CHARGES nY 15 'TELEPHONE CHARGES „P Y _... ROOM CHARGE T! PCCUPANCY TAX _.23 it nQ01 CHARGE _ ; CUPANCY TAX 1 :7 PION CHARGE ROOM CHARGE 11 U7CUPANCY TAX P'y 13 RCOM CHARGE ,...Y it ._ : CUPANCY TAX KJY 13 ROOM CHARGE P nY i? OCCUPANCY TAX NAY ED ROOM CHARGE f'flY 23 OCCUPANCY TAX • Exp: 04/96 Reference Room Charges Credit= 5.28 627-3500 4.27 44.00 5. 28 PAYMENT 554— C800) 950-0852 .00 (800) 795-0795 .00 44.00 5.23 44.0-3 _.23 44.013 44.00 5. 23 ROOM CHARGE 44.00 ROOM TAX 5.231 GUEST CCP'; 951 464 848 AUDIT rN Date 05/20/94 COMFORT INN MYSTIC SEAPORT PectO P50353-03 Time 05:51 -48 WHITEHALL AVE. Roop-Ai 126 MYSTIC, CT 06335 AX (203) 572-9353 Cud (r a,3) "l2-6'. G 951 464 848 AUDIT C �' Calocennos & Spina p �xPcc�s� re�o�Y Engineers, Inc. °'7 c� �_� � � --�—= EMPLOYEE NAME: (P111NT) G -�UR r'aKKt"j DEPARTMENT NAME: / COC1S'� 'JIOL� _ PERIOD FROM: O:i 1'i i"l TO: (J'� u9 `�-- SHEET: Z OF l_ DATE NATURE OF EXPENSE PROJECT NAME AND:OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED , BY NAME , COMPANY A TITLE) ALLOCATION EXPENSE P.D. -"- MISC. OF Cl AIMED jaflO j-lio- COM. 6 'L(r O'�k, ACCOUIITING DEPT. ONLY AMOUNT OF EXPENSE ITEM LOCATION "— -'-- - ACCOUNT NO. CARO TYPE T PPD. OR CC. [OUT (1. POC' a5-(S-5 ��Rr�IF�� �MFTLL+L-1, 1� ELLU�w�c��►�-_r-_���:� 41:Z.��� _.__.�------- " _ '�f1au+� IZw �-L�� IL• O Irua� � 1 _ �'- � �. STANDARD FORM 231-A IJIhL 1.. .. .. .-LOU,.I LU FOR I - F W)S79 s, Calocerinos &Spina EXPENSE REPORT SUMMARYDATE ]_I Doff Engineers, P.C. :MPLOYEE NAM �. 'RINT) /�!// Q i^�i'G��(Jl .9 DEPARTMENT NAME: � l.✓ I46<r 'd •J �( PERIOD F-�-RO-PS5�SHEET : OF / '.. Ir/ V TO : 5--,) Y''/ SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT_USE ONLY RECONCILIATION APPROVALS PIROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ NO. ACCOUNT NUMUER ITEM AMOUNT EMPLOYEE (DATE ' Sul VISOR DATE � PARTNER DATE 6j �• :;L. ` _ c ACCgUNTING 0 I L., `' fl I', '1 0 7^ �30 n OC�1 AI 0 TOTAL PPO. OR CREDIT CARD EXPENSE 12016 (�'T oda o ab I5 TOTAL OUT OF POCKET EXPENSE TOTAL EXPENSE 156 S 5 7 ADVANCE DATE �. ADVANCEA'�--3—CA DATE ADVANCE DATE TOTAL ADVANCE U �— LESS OUT OF POCKET EXPENSE 1565 S 7 BALANCE DUE COMPANY DUE EMPLOYEES� S 57 REMARKS 0 GRAND TOTAL liff 207 1774 05:56 F.1 ;COMFORTORT INN MYSTIC SEAPORT ,;WORT INN / MYSTIC 48 WHITEHALL AVE. 1?: C;HN*7',,VILLE AVENUE MYSTIC, CT 06355 rf:T1---- CT 06355� FAX: (283) 572-9358 17:031 PH: (203) 572-6531 1:72:201217 0. Acct# P52861-01 Room# 213 Rate Code Group Room Type DD Room Rate 49.0 Arrive MAY 15 94 21:10 Depart MAY 20 94 075 . Exp: 11/95 Reference Room E17act Bill Signature: VIDEO RENTAL VIDEO RENTAL VIDEO TAX VIDEO TAX DalanC2 Duo: Charnes 49.00 5. 88 49.00 5.88 49.00 5. &S 40.00 5.88 7.^5 7. 15 r . V1.) 5. 05 I agree that my 1"hility fa tks oil is rot waived. GUEST CCPY Credits ;OIL ROT 1-1 OWER SHEEMENT I Z5 ROOM 04ARGt MAY 15 OCCUPANCY TAX MAY 16 ROOM CHARGE MAY is OCCUPANCY TAX NAY 17 ROOM CHARGE NAY 17 OCCUPANCY TAX NAY 13 ROOM CHARGE Nny 18 OCCUPANCY TAX rAY 19 VIDEO RENTAL rRy 17 VIDEO RENTAL = 13 CCCUPANCY TAX V-- ii ` TCUPANCY TAX r7: 17 --OM CHARGE W( 11 CCCUPANCY TAX Acct# P52861-01 Room# 213 Rate Code Group Room Type DD Room Rate 49.0 Arrive MAY 15 94 21:10 Depart MAY 20 94 075 . Exp: 11/95 Reference Room E17act Bill Signature: VIDEO RENTAL VIDEO RENTAL VIDEO TAX VIDEO TAX DalanC2 Duo: Charnes 49.00 5. 88 49.00 5.88 49.00 5. &S 40.00 5.88 7.^5 7. 15 r . V1.) 5. 05 I agree that my 1"hility fa tks oil is rot waived. GUEST CCPY Credits V ISL ],lr Passenger Ticket and V SAir . Pa sing OF • Baggage Check EIP, T.. "°""""'�""l,�,,,,��,(��808-428-43ZZ s ; -�- •: a,a�TcouPar TOURCOC* ANILM cooE PrJ 4. > _80x 88 _ 83728. WICKER/QAUID 8A88180XT-2181198484 -- - --- 1803 PPATO I f991094 WIT KER/13AUI13 TSX380 USF `"°° � quo s� ww�n FtwHr 4ass wTE tvt srAnin crTraw[ iarrxnria ze VOID UDID UOID UDIO UOID uso 623.00 > IIA TO TO "°UI48200E31SQQ818? CAOFM FP UI4820883158801075-1195/015801: /FC 15MAYSYRUS80L 236.36Y8 USSYR 236.36Y8 $472.72 CLAM E10 XF3.0080L3 VOID VOID DATE rUOIC Z s FY -c EOUNALANNT FAIW PAW ALLOW Pp WT LRA= '-• USO 472.72 TAX TUS 47.28 cm °°�°E"Tww� °FT/US101393206S TCT XF 3.00 027642]7305 0 ❑37 2181196484 6 2181196484 6 .� USD 523.00 i S.'Op( f.01R7iOL MJNBEi TIfII7T v2.21 BRADLEY INT'L AIRPORT RENTAL RECORD: 555383931 DAVID W 0S CCMPL_E'M BY: 6477 RENTED: BRADLEY INT'L AIRPORT RECTA L : 05115194 19:36 RETLrvN: 05/20/94 15:54 MILES IN: 01459 OUT: 01218 M I LES CRI 4EJ : 241 PLAN IN/OUT: LDDC /LOUC CLS: D 5 DAYS 46.99 234.0.,5 01SCNT 5X 11.75 FUEL RKHASE OPTION 19.C3 TAXABLE TOTAL 223.20 TAX .06000 13.39 CT S11RC{ARG 5.00 NET OLE 261.57 PAID BY: VISA CREDIT CARD #: 4820003150001075 • Thank you for renting frau _ 1 Hertz STANDARD FORM 231-A i0i— . .,,... 1,0 FUR C�-,s Caloce�i� os &Spina EXPENISE REPORT � °.�;'c- < <, EMPLOYEE (PRINT) AME: I/� �/I/ *G /r DEPARTMENT NAME: llv r%rGCC i' i✓ PERIOD SHEET: _ OF -.1Z-- FROM: - - ���� TO: c �Li- Jam_ GATE NATURE OF EXPENSE PROJECT NAME ANO/OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDINO OTHER PERSONS INVOLVED . BY NAME . COMPANY 6 TITLE) ALLOCATION OF EAPCNSE C1A161Fp PHIS.1. 1115.. P.D. MISC. CONT. 6 _ Pt i_ 06IG Do; a, of � ACCOUNTING ULPi. ONLY �- •-- ACCOUNT NO. AMOUNT OF cXPFU;� CARD PPD. OR CC. jI OUi OF PUCKS TYPE ITEM LOCATION S- /S --1y trz _d,-4 F,SN�1s�y�� • 4 ABETH FIELD-- I HERS I�SLANU ; cy 5 y AY LA FAA -AT NO. 3-36-0029-08-- 5,a 0- el y mom` F-sH� s rs / SLY-S�O.T. NO. 0913. ; — c C f -COUNDLOF SUFFOLK — -$OVRWEOB SHAW ING 5 yYa i 00C 003 6�IT v�S/� 5�3 10i N. �•. - 5-,26 -9y (fag 11r.., 4 z 211 0OG — ti STANDARD FORM 231-A i0i— . .,,... 1,0 FUR � _ S En ineers, Inc. EXPENSE REPORT SUMMARY 9 -5 / DATE: SHEET:_ OF . EMPLOYEE NAME : (PRINT) /// /G 1 Q� 3 \ DEPARTMENT NAME:PERIOD �i��✓ Jr/It/c /U.^/ ��D-�I FROM : S-_5` J TO SUMMARY OF EXPENSES TO BE ALLOCATED FOO( ACCOUNTING DEPT. USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ NO. ACCOUNT NUMBER BER ITEM AMOUNT J�(/ L ��l y�G"✓1��� ? % - / EMPLOYE! GATE BUPEIjVISOR DATE vv f r-' PARTNER DATE _ tI _ _ _ , • -- - +---- ACCO 'TING4iy1 DATE " / /} �� I`��i %• K ,.y�. (QW �ECT jPRZOfJ I W ao SAI TOTAL PPD. OR CREDIT CARO EXPENSE 11_ Q1b6 (W i -I I roti TOTAL OUT OF POCKET EXPENSE TOTAL EXPENSE ADVANCE DATE ADVANCE ATE ADVANCE DATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE / 3 % BALANCE DU! COMPANY� DUE EMPLOYER Sy' 3 y REMARKS D � Sd GRAND TOTAL D"4.05/23/94 A904 Jr. . ER//DAVID /, I. -.d. . v I . I v•\1 &np COMFORT INN MYSTIC SEAPORT 48 WHITEHALL AVE. MYSTIC, CT 06355 FAXz (203) 572-9358 PH: (e83) 572-8331 I i0l Acct# P5286 Room# 122 Rate Code Group •4 Room Type KI Room Rate C Arrive MAY 08 94 21; Depart MAY 13 94 Vfa, v ?.YV­ Paypent BC 4820 0031 5000 1875 Exp-..Ii/95 D a t'.-;. Description Reference- Room Charges C;rGidits 49. 00 a`RD -ft.-.CHARGE Aly - 5.88 PANCY TA A y 08 X 7. 7:f 4;.�,!-JAY 019 L VIDEO RENTAL .95 9 AX VIDEO 0 ANCY TAX T 49. 00 CHARGE TAX �"Ncy L 7 4 .49.00, . . . y 10 f - A TA X 5.88 y 10`,-:r- C 49.00. .-CHARGE I A 12 'iRY 11_A 5.88 - TAX 5 EM.'RSHTAL VIDEO RENTAL 7w9 A Y 12�'-` r_—DCrAJPANCY ..TAX VIDEO TAX I; Y 12 HIARr-E 49.00: -AAY 12 FANCY TAX J 5.88-.. 11 r, -:y 13 aTF-RCARD/VISA CHECKED -OUT Balance Due: .100 114:ractBill SigratuTe: agree eat'sy liability for this till is Pot vaiyed. GUEST COPY i Y k ' SAL E&-. PE - 'CUST,dMEa t 4 7RAVELrSUG t. ID,COVE ROAD, PoOLt.NY+1 090 `i K 5)k5=633 wF : "M A u*r iA a � t�F1y iu t PIT' ., Yi "y •: = r�r:: WIL'KER/DAVIIi tJ t �� _ , °` .� ::z11-006-0 :3 Y. o iwiy 94 SUNDAY AIR "'USAIR-7�--*;;+6T 2634';_... £OACH• _-.- I LV SYRACUSE 630P EQP:. D(.-9 AR HARTFORD SPRNGFLIt 717P NUN -STOP WICKER/DAVID .J SEAT-I4A :.. STRETCH t:i? HARTFORDSFRNGFI_Ix ;;'HERTZ.,,RENT_. A CAR 1 —INTER 2iti� AUWTO - PICK _UP -7P - Y�___ CDPF' IL1-86096 - RETUR'N=1'�MAY/5P RATE IS . GUARANTEFii DAILY RATE-USD40:84 UNLIMITED MILEAGE EXTRA:,DAY-40.84 - -UNLiKrTCrl` MILFAGE CONFIRMATION NUMBER ;''86910?032FOOSI i3 MAY 94 -..FRIDAY AIR USAIR ^FLT 1803 ,-COACH LV HARTFORD SPRNGFLP -" _ - 535P ELIP e ItC-9 ST'r `:_TCf-; AR SYRACUSE _624P NON—STOP I1ICKER/hAVIIt J .SEAT -3F' i.itii=T U57752826754 WICKER DAVID J BTL[ Fit TO l148?^^ _r r 01 r ? R_ .a NET CC r4il.LING TOTAL AMOUNT Iti1- LUG APPRECIATES YOURBUSINESS• i':, T;F;l�V' l DUG TOL[ EPEE NUMBER IS 1--600-926--8747 J 2//.00C. 603 6709' v2.21 , BRADLEY INT'L AIRPORT RENTAL RECORD: 555360046 DAVID J WICKER , COMPLETED BY: 6477 RENTED: BRADLEY INT'L AIRPORT RENTAL: 05/08/94 19:28 RETLFN: 05/13/94 14:46 i MILES IN: 07221 OJT: 07038 MILES DRIVEN: 183 i PLAN IN/OUT: MCLD IMCLO CLS: C 5 DAYS 42.99 214.95 VEH LPG TTL 9 $ 51DAY 25.00 u iJ dl� i Lv�.vu I' c.uu FLEL RFOiASE OPTION 18.76 TAXABLE TOTAL 227.95 TAX .06000 13.68 CT SIFGiARGE 5.00 NET OLE 265.39 PAID BY: VISA CREDIT CARO #: 4820003150001075 Thank you for renting fro -i Hertz I Calocerinos & Spina C�, � Engineers, Inc. DATE: EXPENSE ►-Po:1Y-�-� �; / 2"/ EMPLOYEE NAME: DEPARTMENT NAME: PLIIIOD SHEET: Or 2 (PRINT) d Cole u C%%CJ../ fR01.1: - _C --T DATE NATURE OF EXPENSE PROJECT NAME ANWOR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDINO OTIIER PERSONS INVOLVED , BY NAME . COMPANY A TITLE) ALLOCATION OF EXPENSE CI AII.IrD — — -- I��� �i. N8 P.O. MISC. ,()I T 6 1•IIA5k- ACCOIINTIFIO DEPt. WILY ----- ACCOUNT NO. PDD. O11 CC. I ITEM LOCATION CARD TYPE P- rq / lA.N f stLEI Lea/ z, iii _ / /�� P. �f�ocz r -7 coo 0 , 5-13-yy STANDARD FORM 221-A �..i.I,I,rrrlli FOR V, 5g AMOUNT OF tgPrNS!-: PDD. O11 CC. I MIT 0,- ,-7 -7 ;rx U`((( C&S Engineers, Inc. EXPENSE REPORT SUMMARY DATE L3 f ' y EMPLOYEE NAME s // %J nn (PRINT) Oh,.i 1001 /rJ/LE I0 JDEPAII�""ENT NAME: / j'r4. 't "-onl I I� U PERIOD SHEET: ?j OF FROM : S -Z-9 TO : S'-/.; SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPTiUSF ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMDER ITEM AMOUNT E/�YLOYEE DATE & SUPERVISOR DATE PARTNER DATE ACCOUNTING �� DATE ll, � 6 OCXS J bO 133b o0 210 ! AL PPO. OR _CREDIT �CARD EXPENSE TOTAL OUT OF POCKET EXPENSE TOTAL EXPENSE ADVANCE ATE p ADVANCE -6ATE ADVANCE ATE TOTAL ADVANCE Q J LESS OUT OF POCKET EXPENSE BALANCE DUE COMPANY DUE EMPLOYEE/33(, REMARKS GRAND TOTAL " ' Passenger Ticket and r ' Boardin U��j Baggage Check �►SAir pass g OF 6EI1WM1CON Nor OF RECEIPJ EualEcr ro oQFIDTrnw of aorrtRAcr p,D„TNA�� 1_99 e —429-4n77 08"88 _ 03728 DELGUIDICE/JOHN $ g4�1, 8 2188883596 .3PAL 01 US DATEOCY F,"w 0 US 06MAY94 _ TUU I D I CE /JOHN I I S DATE TIM fTAnO w1swa8m LOrANoam Iw , nVOID VOID VOID VOID VOID Touse 263.00 r wVI4Z8Z40877Z00007 CARFM U1426M7720W1-82%/042743: /FC 6MY B WSSYR 236.36Y8 $236.36 END XF3. 00R L3 COW Fes► CLAW aTE TrE _ VOID VOID VOID o _ S Y FAZE EOUNALI TFAM MID ALLOW FW M t" J$pp Z36.38 US Z3. 64 OF" FT/US109174785 T XF 3.08 02826745854 0 037 2180883596 4 ZISOB83SSS 4 TOTAL JSO 263.00 srocx coMTRaI rRAusER TIIQfT Passenger Ticket andT� Boarding �J S r Baggage CheckR E C FE I T �J S Pass OF E gT��R L SBO -428-4322 S„E.ECTTOCCN01TKMOFCC"TRACT FLIGHT COUPON TOUR CODE A.PL'NECSE FC; NAVE +.J4GE"1i 08F 00 _03720 DELGUIDICE/JOHN j a 8ABB 1 ACR Z 180682605 1656 WV -ATO Tt PAP., FASSEe GER NAME PNR COOS CAFMO FARE 8AS1%11GTfET OESIGNA.OR X�M DELGUIDICE/JOHN UJEH71 US C LU FACM CAMM FLIGHT CLASS DATE TIME STATII ICTII&Cwm eCTVXm 0,151 j UOID VOID VOID UOIO VOID TO U69 2SI3.80 w UI42SZ40877Z00007 @.Dcfv�EMENTSAEBTPoCT1d6 CARR.ER 0 :YP.U10L 233.36Y3 32 .3E =h3 m cccE A:Gn cuss DATE TIME VOID VOID uc: O AM FC.PC.i.-.E ,AAT - I FARE EQUIVALENT FARE PAID ALLOW FCS WT UQo LSO, 236.3s TAR _ us 23 -Se. CPN DOCJMENT NUMEER a F 7/ U S 10 9 17 4 7 8 5 "X 02764030625 G 037 2180082605 4 218088ZE0S 4 TCTA: USD' 263. 0@ STO" CONTROL NV.9ER n= PERICAR RLNTAL SYSTEM VALET PARKING 94616 05/06/94 18.40 NISSAN - PATWINDER 9FA 478 Parking Charge: 27.00 Service Charge: 0.00 Total Charges 27.00 Sales Taxes 1.89 Total 28.89 CASH Paid 28.89 Change Given 1.11 071 Exp: 02/96 Reference ,'VIDEO RENTAL TAX VIDEO VIDEO RENTAL VIDEO TAX VIDEO RENTAL VIDEO TAX Balance Due: Arrive MAY 01 94 20:52 Depart MAY 06 94 Room Charges Credits 69.00 8.28 69.00 8.28 7. 95 .95 69.00 8.28 7.95 .95 69.00 6.28 61). GO 6.28 7. 9 c5i .95 413.10 Direct Bill Signature: I agree that sy liability for this bill is not waived. GUEST COPY I A HL Da - bMFORT INN MYSTIC SEAPORT Acct# P52587-00 ROOM CHARGE 9 48 WHITEHALL AVE.- - __ - - t Room# 145 MAY INN MYSTIC, CT 06355 MAY 02 ZZ ;,; ILLE GEME. FAX: -(203) 572-9358 Rate Code VIDEO RENTAL PI.AY PH: (203) 572-8531 Group Mr,y U ROOM CHARGE Room Type NK 03 OCCUPANCY TAX MAY Room Rate 619. VIDEO RENTAL MAY 04 OCCUPANCY TAX 071 Exp: 02/96 Reference ,'VIDEO RENTAL TAX VIDEO VIDEO RENTAL VIDEO TAX VIDEO RENTAL VIDEO TAX Balance Due: Arrive MAY 01 94 20:52 Depart MAY 06 94 Room Charges Credits 69.00 8.28 69.00 8.28 7. 95 .95 69.00 8.28 7.95 .95 69.00 6.28 61). GO 6.28 7. 9 c5i .95 413.10 Direct Bill Signature: I agree that sy liability for this bill is not waived. GUEST COPY HL Da - MAY 01 ROOM CHARGE MAY 01 OCCUPANCY TAX MAY 02 ROOM CHARGE MAY 02 OCCUPANCY TAX MAY 03 VIDEO RENTAL PI.AY 03 OCCUPANCY TAX Mr,y 03. ROOM CHARGE MAY 03 OCCUPANCY TAX MAY C114 VIDEO RENTAL MAY 04 OCCUPANCY TAX h::` Y 04 ROOM CHARGE ri �-Y C C. CCUPANCY TAX 7.1 -JON CHARGE _j CC-CUPANCY TAX Y (7 mS VI DEO RENTAL t:;,i y C � 0,,.-,CUPANCY TAX 071 Exp: 02/96 Reference ,'VIDEO RENTAL TAX VIDEO VIDEO RENTAL VIDEO TAX VIDEO RENTAL VIDEO TAX Balance Due: Arrive MAY 01 94 20:52 Depart MAY 06 94 Room Charges Credits 69.00 8.28 69.00 8.28 7. 95 .95 69.00 8.28 7.95 .95 69.00 6.28 61). GO 6.28 7. 9 c5i .95 413.10 Direct Bill Signature: I agree that sy liability for this bill is not waived. GUEST COPY Calocerinos &Spina CXnLNJ- REPORT Cl Engineers. Inc. EMPLOYEE NAME: / (� J / QiXiIJ (PRINT) Oh��� �(.�/U/G<Gi DEP TME -NT NAME: �/y�jTt I u�U (o'1T_S�tcTc/D i'F:f110D — --- ---- rnora:�=Z-`,'`i TOJ/.i 'r� OF ACCOUNTING ExPfNSf CLAu.ULPT. ONLY i'1115.i.CkO. P.D. MISC. CONT. a ACCOUNT NO. SHEET: OF Y ----- AMOUNT GT LXPFNSE DATE NATURE OF EXPENS!ALLOCATION PROJECT NAME AND: OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDINO OTIIER PERSONS INVOLVED , BY NAME , COMPANY 6 TITLE) ITEM LOCATION CARP TYPE PPD. OR CC. OUT OF POCI( 6—/ q AVItA�� zZwe c� FSAC; 414rAIO ��Nt 1 E 5 + j 62--2 ��,10 1//.Go6 003 S.1/3� y/ Fis&co L(��U�£� FSS 7,6- 2//, '— �,eu. 3;4-+.. h��u �r z 00 !J!� 7& C, f 2S. L/�7C = 765- ! r`g S 9q 009 5-�-94 �, 003 — I ni.GU:ipartU FOR STANDARD FORM 231-A �. ,. l.x oc,4 9 C&S Engineers, Inc.EXPENSE PEPORT SUMMARY DATE r �-> 2L EMPLOYEE NAME I��� 7PRINTI �hTY1L)� V • FE344/,( DEPARTMENT NAME: jG, uL o1_,j, PERIOD SHEET : ' OF FROM : N,L 1 TO Lj I SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PNASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT EMPLOYEE .DATE a � i--�J''L , 8 PERVISOR DATE d I / PARTNER DATE ACCOUNTINO�'' DATE " Qv /R v 0 m �O 1 �7 J(J 0 1 Q TOTAL PPD. O CREDIT CARD EXPENSE TOTAL OUT OF POCKET EXPENSE TOTAL EXPENSE •Z jC -\D �� ADVANCE DATE - ADVANCE AT! ADVANCE ATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE DUE COMPANY z`) BALANCE DUE EMPLOYEE REMARKS 4 C .l GRAND TOTAL `.) {�I f., 0 Po moat ESC 4226 951 464 848 Exp: 04/96 Date Description Reference Room Charges Crew i=;PR 30 TELEPHONE CHARGES (315) 472-9491 4.93 PP? I TELEPHONE CHARGES 651-1538 3.57 i 30 TELEPHONE CHARGES f 437-9083 1.97 AA 3= Date 05/15/94 COMFORT INN MYSTIC SEAPORT Acct# P50359-0 Time 07:47 48 WHITEHALL AVE. Room# 126 Page 3 MYSTIC, CT 06355 TELEPHONE CHARGES (315) 457-1811 FAX: (203) 572-9358 Rate Code :- TELEPHONE CHARGES PH: (203) 572-8531 Group 1.71 ") Room Type K (315) 652-1854 2.07 Room Rate TEL'EPHOHE CHARGES (315) Arrive APR 17 94 22:_. 'r ',:_'.-i;.'.AA /GREGORY .: _ Depart MAY 21 94 Po moat ESC 4226 951 464 848 Exp: 04/96 Date Description Reference Room Charges Crew i=;PR 30 TELEPHONE CHARGES (315) 472-9491 4.93 PP? 30 TELEPHONE CHARGES 651-1538 3.57 i,PR 30 TELEPHONE CHARGES (315) 437-9083 1.97 AA 3= TELEPHONE CHARGES (315) 652-1854 2.57 A': 02 TELEPHONE CHARGES 888-4541 10.85 .:- . 22 TELEPHONE CHARGES (315) 457-1811 14.39 :- TELEPHONE CHARGES (315) 437-9083 1.71 ") TELEPHONE CHARGES (315) 652-1854 2.07 TEL'EPHOHE CHARGES (315) 463-6158 2.07 .: _ ROOM CHARGE 44. @0 71 OCCUPANCY TAX 5.28 Ll TELEPHONE CHARGES SES -4541 3.57 Ll ROOM CHARGE 44.01D i 61 OCCUPANCY TAX 5.28 Any 02 TELEPHONE CHARGES (212) 427-0355 1.71 HAY 02 TELEPHONE CHARGES (212) 427-0355 3.61 MOY 02 RUOM CHARGE 44.00 HAY 02 OCCUPANCY TAX 5.23 hny 03 ROOM CHARGE 44.00 lY 03 OCCUPANCY TAX 5.23 ., y 64 ROOM CHARGE 44.00 CLEAT CC.Py - . 7� '- Date 05/15/94 COMFORT INN MYSTIC SEAPORT A. ct# P50359-03 Time 07:47 48 WHITEHALL AVE. Room# 126 Page 4 MYSTIC, CT 08355 FAX: (203) 572-9356 Rate Code PH: (203) 572-8531 Group Room Type K Room Rate 44.0 FEHRMAN/GR[GORY Payment BC 4226 951 464 848 Date Description MAY 04 OCCUPANCY TAX MAY 85 ROOM CHARGE MAY 05 OCCUPANCY TAX MAY 06 TELEPHONE CHARGES MCY Ql ROOM CHARGE MPY 06 -OCCUPANCY TAX KKY U7 ROOM CHARGE Kn! 07 OCCUPANCY TAX �iY ci F3OM CHARGE 7 y LP n2CUPANCY TAX r�Y Lj kdON CHARGE nl .' U/ GICUPANCY TAX [C7 13 R]ON CHARGE NA/' 10 OCCUPANCY TAX MAY 1i ROOM CHARGE MAY 11 OCCUPANCY TAX M:7'1Y 12 VIDEO RENTAL NAY 12 OCCUPANCY TAX NAY 12 ROOM CHARGE MAY 12 OCCUPANCY TAX |'�v 13 NAOM CHARGE , Reference Exp: 04/96 (800) 843-8265 VIDEO RENTAL VIDEO TAX Arrive APR 17 94 22:58 Depart MAY 21 94 Room Charges Credits mussTCofv 5.28 44.00 5.28 .00 44.00 5.28 44.0O 5.28 44.00 5.26 44.03 5~28 44.�� 5.28 44.00 5.28 7.95 .95 44.00 5.28 44.00 Date 05/15/94 Time 07:47 Frage 5 ins {/GREGORY Payment BC 4226 951 464 848 Date Description hiAY 13 OCCUPANCY TAX HAY 14 TELEPHONE CHARGES N'AY i ROOM CHARGE MAY Y 5 OCCUPANCY TAX COMFORT INN MYSTIC SEAPORT4 Acct#.P5Q359-E 48 WHITEHALL AVE: Room# .126 MYSTIC, CT 06355 - FAX: (203) 572-9358 :Rate Code -` PH: (203) 572-8531 -- Group - - --- Room Type Y. Room Rate Arrive APR 17 94 22:'. Depart MAY 21 94 Payment BC 4226 951 464 848 Date Description hiAY 13 OCCUPANCY TAX HAY 14 TELEPHONE CHARGES N'AY 14 ROOM CHARGE MAY 14 OCCUPANCY TAX Direct Dill Signature: Exp: 04/96 Reference 627-3500 Balance Due: Room Charges. C•red 5.28 4.27 44.00 5.28 954.62 I agree that ey liability for this bill is not waived. GUEST COPY -- ..«gbubc vaaccn i3" SY12•dt;ES �T1Y' -- 1 ° 'RO/-SPRMGFLO ��L mil paw 7 LMUA GEI I CCCE F-;�T CLAW DATE 'nMUS1S34 Y BMAY S30P i PT 0 *SULA EY UBA:P NOT TOF Wk ACC SUE:ECT TO T,OF CONiMCf f1JOM COUPON L — 4 — 4 Z Z NWW�111YY1EEE OOOFAAV 08x88 AURINE COOS FCI 03720 FEHRMAM/GREG 908617ZK 2188883608 ' 1621 = TO TM &WAYS4 vAF.,k/1OEP NAPE ►NR COOS CAWaEN FADE EASIS/IIC1fEi OES1O1MTOq FE�HRMAM/GREG SKRHBT AS xro ROY X0 CARP EA FLAW O7E VOID VOID VOID VOID TME WAn* VOID Mxvx0lnn 4x%" = uso 522209 ENDOMMMOMWESTMMOM 11OUI4228SS1464848-0 'T GM Ji�2co351464848-3496/x: /FC MAY 8uurtuaW?R 236.VY8 LM 236.36Y8 $472.72 ENG ' 3. OElOEi3 COM P1AM CLAM OATS TIE VOID VOID VOID FAN EOWAlD1T FANS PAW USD 472.72 - - .. AMM PCs 7A. US 47.28`°" °°°""E'"' CE FT/US16SS78S4S XF 3.80 02826773854 7OTK p 037 2180883600 1 2188883608 1 USO 523.00 STOM CONTPAX NWOM rAw ►._3! -ll Boarding T Pass 02c, 02 I �FEHRM /GREG i3" SY12•dt;ES �T1Y' -- 1 ° 'RO/-SPRMGFLO CAFR:EP USAIR I CCCE F-;�T CLAW DATE 'nMUS1S34 Y BMAY S30P i �T ADUAMCE 17A FT/US16SS78S4S Z 037 2188883680 0 J . - _.----.____ __ _. , SAiT A '�r Boarding t-/ Pass BZcF 82 NAME OF vASSENO FEHRMAM/GREGORY :. , W SYRACUSE TO ` HARTFO 0 CAOMON : USAIR CAGE FIGHT CLASS DATE US 394 Y 17APR54 M* IAOVAMCE I 21A 1 �FT/US16SS78S4S JZ 037 2180086721 1 I 1 E 1 �Sa ardinz Pa NAME cs vA55E.% FEHRMAM/GREG X,o"HARTFORD/SPRMGFLO C SYRACUSE MY U S A i R oATe - COCEUS 1871 CLXU Y 6MAY S30F 16C J FT/US18SS78S4S 1 037 2188883600 4 I Calocerinos & Spina L� ( Engineers. Inc. EMPLOYEE NAME: /vcl DEPAHTMENT NAME: EXPENSE REPoii-r GNEET: Of (PI11NT) V 2N�filJ 1 c_: IZ ! rnaiA: ()--- NATURE OF EXPENSE ALLOCATION OF ACCOUNTING PROJECT NAME ANO: OR OU81NE99 URPO9 AMOUNT OF LYPFHSE- DATE 41DENTIFY SUBJECT MATTER DISCUSSED INCLUUINO OTIIER EXPENSE Cl AIMED UFPT_ONIY — ITEM LOCATION PERSONS INVOLVED .81 NAME , COMPANY & TITLE) P.D. MISC. 1i f NA ACCOUNT NO. iYPE PPD. OR CC. `OUT OF POC pie n���� J�, jz/lZz-c --5AU: �1 �� ------ -711 i acZC. t% -��,�----- - CE 1 Ou 15?N 14' - vs -oft _ �-k EAU - n - i Lie ux CT STANDARD FORM 231-A 1vf A� it, u.. ACCO ONTLD FOR L- I C&S Engineers, Inc. EXPENSE REPORT SUMMARY �,�; > DATE EMPLOYEE NAME: (PRINT) C�KC"t ,tel CIJ1�OM1, DEPARTMENT NAME: / (�'!al• jY(.�:.jrim:-r PERIOD SHEET: OF / FROM :ir•' Z "'(T0i i.. ,-•it SUMMARY OF EXPENSES FOR ACCOUNTING TO BE ALLOCATED DEPT, USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT EMPLOYEE ` DATE SUP YI OR DATE PARTNER DATE ACCOUNTING DATE W j j�/�. I 0* lJV CJW p� v '` I of 113,1 /dc) V 0 v 1� �� 1 TOTAL PPD. OR CREDIT CARD EXPENSE TOTAL OUT OF POCKET EXPENSE r TOTAL EXPENSE ADVANCE DATE ADVANCE DATE- ADVANCE TTE TOTAL ADVANCE Q LESS OUT OF POCKET EXPENSE �� ` �� �I -1 DUE COMPANY BALANCE DU! EMPLOYEE D (16 `)0 REMARKS 3 GRAND TOTAL � 1 d c FRIDAY, MAY 27, M 05.51 Ai'l :: a WORT :IN -13Z GREEAMHVILIE. AVENUE fi{Y"TIC, CT 9635 -- - Q831572-8531 t;ERCHANT #• 1672801001467 T R A H #4 r =; # 42 :9514:14E_2 1 U R*' r -j t i I / 5�- -- -1- ---------- T"- �-_-- A VIS. try har&Y. TRANSACTION RECORD RENTAL NUMBER CAR NUMBER CAR GROUP -594336282 6811781 E FEHRMAN,GREGORY J CV CX4226951464848,- OUT BDL 27APR94/1513 MI- 3 IN BDL 27MAY94/1527 MI- 1551 1548 MI& .00= HR& 11.34= DY& 34.00= WK& 238.00= ONE WAY FEE/MISC= LDW = TAXABLE SUBTOT = 1013.99 TAX 6.000% = 60.84 **1.00/DY SURCHG= 30.00 PREPAID FUEL SVC= 20.11 PAI/PEP/ALI CHG = TOTAL CHARGES = 1124.94 *CT STATE TOURISM FUND E Your Avis transaction is complete. Have a safe trip. " ^' j ' ` •• Passenger Ticket and I j r Boarding ►.� s Baggage Check �V A11 Pass OF '.S -..E _ KT-ANSFfMaLE Ue E T L0-428-4322 <- -ECT'C C��•..- 7 Z,S VCCNTFACT FLIGHT C..JPCN T un _.._c AJ NE CCCE FC; FN T'94'..E. fw 800P00 03720 FEHRMAN/GREGORY 1•� 2.77.1 JC 2181648255 15 6 Qg6,:0cjO f Of ISSUE USE 27MAYS4 Y;,_C�. I;Z PNnaooE CARfaEN awsj��"f viceA' }ek F€HFMAH / GREGORY c P,7xMQPr9STAn: r;. VOID VOID VOID VOID VOID ,°use 2S3.120 "° TO "OUI42269S1464848-8 ENCCHSEYENTSAE5TTLCMNS CAAFLEFt 1 COCS -o i!rd�rCcc�C1A4A- d ! 1d 77 /ir ?,1+04 qf? I!CCVO �7�vq ?+� « k 7 LI VOID VOI❑ VOID F:- E ECUIVAIENT FARE PND Usp 236.36 US 23. 64 „aE XF 3.00 029=SE1�372 UZ-0 263.00 ALLOW PCS WT t 13 c�++ DR:J.(4TNL'M:)LN cx FT/US16SS7i3S4S 0 037 2181648255 4 21816482SS 4 10 ... -4 X �t �C3.,+�' Wyk; L�A� '� • t '"... ..._•• .. - : :. .. .� K, �N� +1. 'L,J�E'jjv►<L� �� 'x'1.5. L - .r'y'a '�'�i i! � P'ti ^��• `� Y �•. ,moi - • Date 05/27/94 COMFORT INN MYSTLC SEAPOR� t •S.�� 0�3•�59 06 Time 04:48 48 WHITEHALL AVE:` koom# <226 �`�?� Fuge 1 MYSTIC, CT 06355` ->- FAX: (203) 572-9358 Rate -Code,.,--,.,.:,R, PH: (203) 572-8531 Group Room Type K - Room Rate 44.0 - Arrive MAY 22 94 01:07 FEI;RNn[,!./0R:.-,CORY Depart MAY 27 94 Plaxrnent BC 4226 951 464 848 Dale Description Reference Exp: 04/93 Room Charges.,, > Credits r. :".Y 2S R0011 CHARGE 44.00 r, ,Y c21 OCCUPANCY TAX 5.28 Y c:3 f''CON CHARGE 44.00 i,r':Y 23 CCCUPANCY TAX 5.28 COY 24 F�OOid CHARGE 44.00 E,t OCCUPANCY TAX 5.28 R_0011 CHARGE 44.00 21 _, OCCUPANCY TAX 5.28 Ili AY ROCM CHARGE 44.00 hL^Y ES 'OCCUPANCY TAX 5.28 Y: 7 '..-D!7_O RE,`IT,`;L VID=O RrNTAL 7.95 _ _ _!� �1tti=Y TAX VIDEO TAX .95 E _.1 arce LLk-Q: 055 1 I agree t:, -.at : ti for tFis bill is nct Mares. GUEST COPY Calocerinos & Spina Engineers, Inc. EXPOSE REPO@y �' ' L �/ 1=t / EMPLOYEE NAME:/n �"� (PRINT) CLQ 1 �f +►`I`�F�" DEPARTMENT NAME: / C�-i_1f;. i NATURE OF EXPENSE PROJECT NAME AND/OR BUSINESS 6RP04E DATE FROM:0l�-,:1.""/ TO: (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTIIER --/ OF ACCOUNTING ITEM LOCATION PERSONS INVOLVED , BY NAME , COMPANY d TITLE) C141 — I,A_V`.�L�T L t'LraEl..-I fI �:,r��.��� tJ r t L �-,� uatd. u --- CARO Zb_1 C)-.-,- Z7-54 ds Z:-54 GsQLL►st STANDARD FORM 231-A PE(11OD I SHEET:- OF ( . FROM:0l�-,:1.""/ TO: i:-LI-r'I --/ OF ACCOUNTING EXPENSE CLAIMI_D OEPT. ONLY AMOUNT OF EXPFNSE — ------ 066j. 66--- --- CARO P.D. MISC. 00111. 6 ACCOUNT NO. TYPE PPD. OR CC. OUT OF POC1 TIME;_ -f--- _ 600 1!1 _ i TO1.1. IU bl•. ACCUul47LD FOR SOLD TO: s INDEPENDENT MATERIALS TES-ING LABORATORIES, INC. 57 N. WASHINGTON STREET P.O. BOX 745 PLAINVILLE, CONNECTICUT 06062 TELEPHONE: (203) 793-9844 FAX (203) 747.6455 C&S EN LARRY CERUTANI C & S ENGINEERS 102D SEVENTH NORTH STREET LIVERPOOL NY 13088-6199 TERM,3: NET 30 INVOICE og6ali- INVOICE NO: 2250 INVOICE DATE: 05/02/94 Momfoot aoxoG• 60s,9q-d ORDERED: 05/02/94 PAYMENT DUE: 06/01/94 NOTES: FISHERS ISLAND AIRPORT J_ _ i ♦ . y:Y�r v2 � � - i:�is.�F _ i -.- .� ,`_$... � T # ,.r_ szoc tc 1 4/07/94 CONCRETE 3-7 hr svc, int. 250.00 4 cyls @ X12/ea 48.(-)C) Transportation charge 26.0n 2 4/09/94 CONCRETE 1-3 hr svc. int. 150.00 4 cyls @ X12/ea 48.00 Transportation charge 25.00 TOTAL �•1 (:)i� L • Total Cost: S -5' eo Acct. Use Only CALOCERINOS & SPINA (Reproduction) U Employee Name: Ext. No.: Today's Date: /� / Date &Time Needed: A.M. P.M. C,ienvProject No./ Contract No.G Phase Prints: (each) Xerox: (each) (sets) (sets) tr' (Total square feet) (Total number of copies made) NAylar. (each)Xerox (2080): (each) (sets) 746`6 (sets) (Total square feet)(Total Linear feet) To be bound? (circle):. ,ves•or no TAPE - SPIRAL % SINGLE SIDED Stamped? (circle): yes or no DOU LE SIDED SpevialInstructions: FISHERS ISLAND AIRPORT - ELIZABETH FIELD 07/11/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 ----------------------------------------------- * Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: 81,111,266.99 81,111,266.99 80.00 RETAINAGE TO DATE: 858,487.74 858,487.74 SUBTOTAL: $1,169,754.73 81,169,754.73 NON- DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING * 05/25/94 9489,568.14 8489,568.14 80.00 06/30/94 9621,698.85 9621,698.85 90.00 ,, 'D I PROTECT: ELIZABETH FIELD - FISHERS ISLAND AIRPORT RUNWAY 7-25 & 12-30 OVERLAY FAA-AIP NO. 3-36-0029-08-93 N.Y.S.D.O.T. NO. 0913.08 TO THE TOWN OF SOUTHOLD: FILE: 211.006 DATE: ESTIMATE NO Pursuant to the terms of the Contract, dated September 7, 1993, by and between the Town of Southold and Bourgeois & Shaw, Inc., contractor for the construction of the Eliabeth Field -Fisher's Island Airport Runway 7-25 & 12-30 Overlay (FAA-AIP No. 3-36-0029-08-93, NYSDOT No. 0913.08), we hereby submit the Second Estimate, for work completed through June 3,1994: 6/30/94 2 ITEM NO. DESCRIPTION QUANTITY UNIT PRICE TO DATE TO DATE Alternate No. 1 P-152 1. Common Excavation 100.00% L.S. $55,000.00 100.00% $55,000.00 P-158 2. Cold Milling Existing Pavement 17500.00 s.y. $2.00 14779.98 $29,559.96 P-400 3. Preparation o fExisting Pavement Type 1 7000.00 s.y. $2.50 3221.21 $8,053.03 P-400 4. Preparation of Existing Pavement, Type II 100.00% L.S. $95,000.00 95.00% $90,250.00 P-409 5. Bituminous Concrete - Type 6F, Top 7060.00 tons $65.00 6245.33 $405,946.45 P-409 6. True and Level Course 5190.00 tons $65.00 3275.93 $212,935.45 P-502 7. Full Depth PCC Pavement Repair 285.00 s.y. $100.00 0.00 $0.00 P-503 8. Joint Resealing (PCC) 10350.00 I.f. $1.50 7340.00 $11,010.00 P-503 9. Crack Sealing 2205.00 I.f. $5.00 1371.00 $6,855.00 P-603 10. Bituminous Tack Coat 3785.00 gals $4.00 2843.93 $11,375.72 P-612 11. Field Office 100.00% L.S. $5,000.00 100.00% $5,000.00 P-620 12. Runway & Taxiway Painting 32930.00 s.f. $0.75 32930.00 $24,697.50 P-625 13. Sand Slurry Coal -Tar Pitch Emulsion Sealcoat 24780.00 s.y. $1.27 24315.45 $30,880.62 T-90614. Beachgrass 3400.00 s.y. $5.10 0.00 $0.00 D-710 15. Stablization Fabric 3675.00 s.f. $2.00 2760.00 $5,520.00 D-712 16. Rip -Rap Berm 280.00 I.f. $35.00 276.00 $9,660.00 L-108 17. Cable Trenching for the Installation of Underground Cable 790.00 I.f. $5.00 702.00 $3,510.00 L-108 18. No. 8 AWG, 600V, Type C Single Conductor Unerground Cable Installed in Trench/Duct 3465.00 I.f. $3.00 3192.00 $9,576.00 L-108 19. No. 8 AWG, 5KV, Type C Single Conductor Unerground Cable Installed in Trench/Duct 410.00 I.f. $3.00 290.00 $870.00 L-108 20. No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods and Exothermic Connections 790.00 l.f. $3.00 790.00 $2,370.00 L-110 21. 2 -inch Diameter Rigid Steel Conduit 360.00 I.f. $15.00 339.00 $5,085.00 L-125 22. Guidance Sign, 4 Characters, Base Mounted, in place 4.00 each $6,000.00 4.00 $24,000.00 L-125 23. Modification of Existing Runway Threshold Lights 16.00 each $600.00 16.00 $9,600.00 M-100 24. Maintenance & Protection of Traffic 100.00% L.S. $55,000.00 100.00% $55,000.00 M-150 25. Project Survey & Stakeout 100.00% L.S. $113,000.00 100.00% $113,000.00 M-200 26. Mobilization 100.00% L.S. $40,000.00 100.00% $40,000.00 STATEMENT OF DAYS CHARGED 50 TOTAL CONTRACT DAYS 38 LESS DAYS CHARGED Total Amount of Work Done to Date -------- $1,169,754.73 Less 5% Retained ----------------- $58,487.74 Amount Recommended for Payment, $1,111,266.99 Previous Estimates --------------- $489,568.14 12 TOTAL DAYS REMAINING AMOUNT DUE CONTRACTOR, ESTIMATE #2 --- f BOURGEOIS & SHAW, INC. �� �_✓ Gr C&S ENGINEERS, INC. BY: TITLE: G r► a. 1`'lw a c c c I ,� � c,_,_o. arol . Wagner, Jr., E. DATE: \ v S k \ �i ci4 �, ; ision Hager $621,698.85 FIN 1;iIb (10/71) STATE OF NEW YORK IComptroller's I ! AC' J033 ' . DEPARTMENT OF TRANSPORTATION , INumber I K- 1 I--------------- I ------------------I Approved State MUNICIPAL CORPORATION APPLICATION FOR PAYMENT (Certificate I I Comptroller INumber I TWO I --------------------------------------------------------------------------------------------------------------------------------------I (PAYEE (Name,Address and Zip Code) I FINANCIAL STATEMENT I ITOWN OF SOUTHOLD ICOST OF WORK PERFORMED TO DATE: 06/30/94 1 (TOWN HALL, 53095 MAIN ROAD I I IP.O. BOX 1179 1 1. Total Expended $1,189,160.67 1 ISOUTHOLD, NY 11971 1 2. Less non -participating $0.00 1 1-------------------------------------------------------------------1 3. Eligible Cost $1,189,160.67 1 (Payee -Employer Identification No. I Org. Code 1 4. Less Federal Share $1,070,244.60 1 1 11-6003307 1 800 1 5. Project Cost $118,916.07 1 I-------------------------------------------------------------------1 6. 95% of Project Cost $112,970.27 1 I GRANT AGREEMENT 1 7. State Share at 50% $56,485.14 1 (State Number 0913.08 Max. State Amt. $78,273 1 B. Total prior requests $25,477.26 1 (Federal Number 3-36-0029-08-93 Max. Fed. Amt. $1,408,908 1 9. Amount requested $31,007.88 1 I-------------------------------------------------------------------------------------------------------------------------------------I I In accordance with the provisions of the Grant Agreement, the Municipal Corporation applies for payment as follows: I ----------------------------I I I A I B I C 1 D I E I F I G I I I ELIGIBLE I FEDERAL I PROJECT I PRIOR I CURRENT 1 95% OF I STATE FUNDS I I DESCRIPTION I COST I SHARE I COST I PROJECT I PROJECT I CURRENT I REQUESTED I I I INCURRED I I (A -B) I COSTS I COSTS (C -D) I COSTS* 1 (50% OF F)* I I--- ---------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I EQUIPMENT 1 $0.00 1 $0.00 1 $0.00 I 50.00 I $0.00 ! ^0.00 1 90.00 1 I------------------- I --------------- I --------------- I --------------- I---------------I---------------I---------------I----- -- -------- I 1 LAND 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I CONSTRUCTION 1 $1,111,266.99 1 $1,000,140.29 1 $111,126.70 1 $48,956.81 1 $62,169.89 1 $59,061.40 1 $29,530.70 1 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I ENGINEERING 1 $77,627.04 1 $69,864.34 1 $7,762.70 1 $4,679.52 1 $3,083.18 1 $2,929.02 1 $1,464.51 I I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I OTHER 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------------- I I 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 $0.00 1 I------------------- I --------------- I --------------- I --------------- I --------------- I --------------- I ----------- I ----------------- I I ADMINISTRATION 1 $266.64 1 $239.98 1 $26.66 1 $0.00 1 $26.66 1 $25.33 1 $12.67 1 1-------------------I---------------I---------------I---------------I---------------I---------------I---------------I-----------------I I TOTALS 1 $1,189,160.67 1 $1,070,244.61 1 $118,916.06 1 $53,636.33 1 $65,279.73 1 $62,015.75 1 $31,007.88 1 I-------------------------------------------------------------------------------------------------------------------------------------I I *DO NOT USE COLUMN F WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT I I-------------------------------------------------------------------------------------------------------------------------------------I I ethe FICATION OF MUNICIPAL CORPORATION I 1I certify that according to my knowledgeef all items and amounts shown on the face of this application for payment are I Icorrect, all work has been performed andaterials supplie , that the contractors who have performed work on this project I (have complied with all of the provisionson 220 o the N York State Labor Law and that affidavits to that effect covering I Ithe payroll period through 4 are i f)i; i y office; that the foregoing is a true and correct statement I lof the project account up to and includist day f iod covered by thisapplication. I 1I (Date: `j � L c v 199�ignature: Title: TOWN SUPERVISOR 1 --------------- ------------------------------------------- I INEW YORK STATE USE Deduct Ineligible Items per Schedule Attached -$ ! I Approved Amount $ I --------------------------------------------------- -------------------------------I IAVIATION DIVISION CERTIFICATION - DEPT. OF TRANSPORTATION (APPROVED AS TO FUNDS AVAILABLE ITo the best of my knowledge and belief, this claim is correct and (AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION ! Ijust, and is approved for payment I IDate By (Date By ---------------------------------------------------------------------------------------- I I PROJECT NUMBER I REQUEST I PAYMENT l (Dept. of Transp. (State INumber (Interim I (Voucher Number IFederal IDate (Semi-final Final I I __ `1 I D.O.T. i I I I ENCUMBRANCE LIQUIDATION I I PROJECT IDENT. NO. I I I ACCOUNT I EXPENDED ICHAR I OBJ.1----------------- I ----------------- I I -------------------------- I S I I NUMBER I AMOUNT I I I CONTRACT I AMOUNT I FUNCTION I MAJOR I SUB I U I I I I I I NUMBER I I I I I F I I------------------------I-----------------I-----I-----1-----------------I-----------------I----------I-----------------I--------I----1 113 21122 31132 33134 35136 41142 51155 58160 1 65166 68169701 1------------------------I-----------------I-----I-----1-----------------I-----------------I----------I-----------I-----I--------1----1 I ' ' ' ' ' ' ' ' I 1 I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I ' ' I ' I I------------------------I-----------------I-----I-----I-----------------I----------------- I ---------- I-----------I-----I---- I ----I I ' ' ' ' ' ' ' ' I I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I I I I------------------------I-----------------I-----I-----I-----------------I----------------- I ---------- I-----------I-----I--------I ----I I ' ' ' ' ' ' ' ' I I I I 1 ' ' ' ' ' 1 1 1 1701 1 ' ' ' I I I I I------------------------I-----------------I-----I-----I-----------------1-----------------I----------I-----------I-----I--------I----I I ' ' ' ' ' ' ' ' I I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I I I I------------------------1-----------------I-----I-----I-----------------I-----------------I----------I-----------I-----I--------I- --I I ' ' ' ' ' ' 0 1 I 1 I I I 0 1 1 ' ' I 1 1 1701 1 ' ' ' I I I I ISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. 0913.08 SUMMARY OF STATE ELIGIBLE PROJECT COSTS PROGRAM NO. 1 07/11/94 211.006.003 ESTIMATED TOTAL COST ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE FEDERAL ELIGIBLE STATE ELIGIBLE STATE ELIGIBLE PARTICIPATING a. EQUIPMENT ...................................... 50.00 $0.00 $0.00 30.00 b. LAND ........................................... 80.00 $0.00 $0.00 c. CONSTRUCT,ION................................... ::,429,543.10 $1,429,543.10 $1,111,266.99 d. ENGINEERING .................................... :130,910.00 $111,085.00 $77,627.04 e. OTHER .......................................... $2,000.00 :2,000.00 $0.00 30.00 . ADMINISTRATION ................................. $3,000.00 53,000.00 6266.64 -------------------------------------------------------------------------------------------------------------------------------------- :'OTAL STATE COSTS s1,5b5,453.10 51,545,628.10 $1,189,160.67 WORK PERFORMED TO: 06/30/94 FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 ----------------------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $1,111,266.99 $1,111,266.99 $0.00 ------------------------------------------------------------------------ ------------------------------------------------------------------------ RETAINAGE TO DATE: $58,487.74 $58,487.74 SUBTOTAL: $1,169,754.73 51,169,754.73 NON- DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING * 05/25/94 $489,568.14 $489,568.14 $0.00 06/30/94 $621,598.85 $621,698.85 $0.00 r FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 ----------------------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $1,111,266.99 $1,111,266.99 $0.00 ------------------------------------------------------------------------ ------------------------------------------------------------------------ RETAINAGE TO DATE: $58,487.74 $58,487.74 SUBTOTAL: $1,169,754.73 51,169,754.73 NON- DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING * 05/25/94 $489,568.14 $489,568.14 $0.00 06/30/94 $621,598.85 $621,698.85 $0.00 PROJECT: ELIZABETH FIELD - FISHERS ISLAND AIRPORT FILE: 211.006 ' RUNWAY 7-25 & 12-30 OVERLAY ' FAA-AIP NO. 3-36-0029-08-93 DATE: 6/30/94 N.Y.S.D.O.T. NO. 0913.08 ESTIMATE NO 2 i Ir - �- TO TIME TOWN OF SOUTHOLD: C ��L_ Pursuant to the terms of the Contract, dated September 7, 1993, by and between the Town of Southold and Bourgeois & Shaw, Inc., contractor for the construction of the Eliabeth Field -Fisher's Island Airport Runway 7-25 & 12-30 Overlay (FAA-AIP No. 3-36-0029-08-93, NYSDOT No. 0913.08), we hereby submit the Second Estimate, for work completed through June 3, 1994: ITE NO. DESCRIP11ON 11 ORIGINAL L QUANTITY I [UNIT UNIT PRICE IF31UARTITY TO DATE 11 TOTAL I I TO DATE Amount Recommended for Payment, Alternate No. 1 38 LESS DAYS CHARGED Previous Estimates --------------- $489,568.14 12 TOTAL DAYS REMAINING AMOUNT DUE CONTRACTOR, ESTIMATE #2 --- P-152 1. Common Excavation 100.00% L.S. $55,000.00 100.00% $55,000.00 P-158 2. Cold Milling Existing Pavement 17500.00 s.y. $2.00 14779.98 $29,559.96 P-400 3. Preparation o fExisting Pavement Type 1 7000.00 s.y. $2.50 3221.21 $8,053.03 P-400 4. Preparation of Existing Pavement, Type II 100.00% L.S. $95,000.00 95.00% $90,250.00 P-409 5. Bituminous Concrete - Type 6F, Top 7060.00 tons $65.00 6245.33 $405,946.45 P-409 6. True and Level Course 5190.00 tons $65.00 3275.93 $212,935.45 P-502 7. Full Depth PCC Pavement Repair 285.00 s.y. $100.00 0.00 $0.00 P-503 8. Joint Resealing (PCC) 10350.00 I.f. $1.50 7340.00 $11,010.00 P-503 9. Crack Sealing 2205.00 I.f. $5.00 1371.00 $6,855.00 P-603 10. Bituminous Tack Coat 3785.00 gals $4.00 2843.93 $11,375.72 P-612 11. Field Office 100.00% L.S. $5,000.00 100.00% $5,000.00 P-620 12. Runway & Taxiway Painting 32930.00 s.f. $0.75 32930.00 $24,697.50 P-625 13. Sand Slurry Coal -Tar Pitch Emulsion Sealcoat 24780.00 s.y. $1.27 24315.45 $30,880.62 T-90614. Beachgrass 3400.00 s.y. $5.10 0.00 $0.00 D-710 15. Stablization Fabric 3675.00 s.f. $2.00 2760.00 $5,520.00 D-712 16. Rip -Rap Berm 280.00 I.f. $35.00 276.00 $9,660.00 L-108 17. Cable Trenching for the Installation of Underground Cable 790.00 I.f. $5.00 702.00 $3,510.00 L-108 18. No. 8 AWG, 600V, Type C Single Conductor Unerground Cable Installed in Trench/Duct 3465.00 I.f. $3.00 3192.00 $9,576.00 L-108 19. No. 8 AWG, SKV, Type C Single Conductor Unerground Cable Installed in Trench/Duct 410.00 11 $3.00 290.00 $870.00 L-108 20. No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods and Exothermic Connections 790.00 I.f. $3.00 790.00 $2,370.00 L-110 21. 2 -inch Diameter Rigid Steel Conduit 360.00 I.f. $15.00 339.00 $5,085.00 L-125 22. Guidance Sign, 4 Characters, Base Mounted, in place 4.00 each $6,000.00 4.00 $24,000.00 L-125 23. Modification of Existing Runway Threshold Lights 16.00 each $600.00 16.00 $9,600.00 M-100 24. Maintenance & Protection of Traffic 100.00% L.S. $55,000.00 100.00% $55,000.00 M-150 25. Project Survey & Stakeout 100.00% L.S. $113,000.00 100.00% $113,000.00 M-200 26. Mobilization 100.00% L.S. $40,000.00 100.00% $40,000.00 STATEMENT OF DAYS CHARGED Total Amount of Work Done to Date -------- $1,169,754.73 Less 5% Retained ----------------- $58,487.74 50 TOTAL CONTRACT DAYS Amount Recommended for Payment, $1,111,266.99 38 LESS DAYS CHARGED Previous Estimates --------------- $489,568.14 12 TOTAL DAYS REMAINING AMOUNT DUE CONTRACTOR, ESTIMATE #2 --- $621,698.85 BOURGEOIS & SHAW, INC. ��'�i f ✓ i.x' C&S ENGINEERS, INC. BY: TITLE: G aro". Wagner, Jr., E. DATE: „l .. 5 k ��, �i4- ision nager FISHERS ISLAND AIRPORT - ELIZABETH FIELD 07/11/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 ------------------------------------ Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: ------------------------------------------------------------------------ $87,366.54 $77,627.04 $0.00 ------------------------------------------------------------------------ RETAINAGE TO DATE: $4,611.40 SUBTOTAL: 591,977.94 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING * 11/24/93 $5,358.68 $4,734.61 $O.00 * 01/21/94 $576.39 $475.41 $0.00 * 02/17/94 $934.95 $803.39 50.00 * 03/14/94 $742.23 $637.79 $0.00 * 04/14/94 $'7,614.34 $6,581.80 $0.00 * 04/28/94 '14,702.73 $12,953.23 $0.00 * 05/25/94 $23,576.93 $20,608.99 $0.00 06/22/94 $33,860.29 $30,831.82 $0.00 J ................ ...................I MY .,..... UNE.2.2 ,.........19.94..E F TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. To ....... HS..EN.GINEERS... .,... INC. .. .........................................Claimant .............. Address...,, 1020 SEVENTH NORTH STREET ..................................................f........... Fed. I. D. No. ......5318940 .............. or Soc. Security No. ...................... NV#406137 PROJECT NO. 211.006 CONTRACT N0. 003 I �� RE: RUNWAY 7-25 $ 12-30 OVERLAY INSPECTION SERVIICES ! IN ACCORDANCE WITH ENGINEERING AGREEMENT DA ED I I ++ I (SEPTEMBER 8, 1993 FOR ENGINEERING SERVICES #ERFOMED FROM MAY 14 1994 THROUGH JUNE 10 1994. (� 111$33-,642141 LESS: 5% RETAINAGE I I 'i 1,782 12 !1$33,860!29 iI The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (cross out one) fore?oing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated JUNE 2 2 19. 94 r:.. ................... ........................... Sicnature TRANSMITTAL To: Mr. Phil Knauff Ferry District Commissioner Fisher's Island Ferry District Front of State Street New London, CT 06320 Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Elizabeth Field Fishers Isl. Airport Runway 7-25 & 12-30 Overlay FAA-AIP No. 3-36-0029-08-93 NYSDOT No. 0913.08 File: 211.006 Attn: Date: July 8, 1994 We are sending you X herewith under separate cover via • Original Estimate No. 2 and Claim Voucher, for the above -referenced project. j�tC 1VED w The above are for information _approval revision uutl.�c!d Ycv.°n Clork construction X other Payment REMARKS: If you have any questions, please feel free to contact us. If enclosed are not as noted, please notify us at once. KDW/cb Enclosure cc: Ms. Judith Terry (w/enc.) C&S ENGINEERS, INC. Karen D. Wilds Construction Records Specialist f Account Number ............. Invoice #............. Date ................ 19........... TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Name: Bourgeois.&.Shaw,.Inc................. Address: 90 Wolcatt Road .4imsbury, CT 06070-1416, Cash Discount .................. % ....... Payee Identification or Social Security Number: .................................... Payee Reference: .................................... Phone No.(....) ....................... Vendor Contact ..Days .................................... Item No. Description of Material/Service Quantity Unit Price Amount 523-12 Airport Invoice #2 6/30/94 621,698.8 Total X621,698.8-' Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated. ::�T.ul. %................. 19CLA- .... Signature PROJECT: ELIZABETH FIELD - FISHERS ISLAND AIRPORT RUNWAY 7-25 & 12-30 OVERLAY FAA-AIP NO. 3-36-0029-08-93 N.Y.S.D.O.T. NO. 0913.08 TO THE TOWN OF SOUTHOLD: FILE: 211.006 DATE: 6/30/94 ESTIMATE NO 2 Pursuant to the terms of the Contract, dated September 7, 1993, by and between the Town of Southold and Bourgeois & Shaw, Inc., contractor for the construction of the Eliabeth Field -Fisher's Island Airport Runway 7-25 & 12-30 Overlay (FAA-AIP No. 3-36-0029-08-93, NYSDOT No. 0913.08), we hereby submit the Second Estimate, for work completed through June 3, 1994: ITE NO. jr-ORMINAL DESCRIPTION QUANTITY UNIT UIT J PRINCE QUANTITY TO DATE I TO DATE Alternate No. 1 P-152 1. Common Excavation 100.00% L.S. $55,000.00 100.00% $55,000.00 P-158 2. Cold Milling Existing Pavement 17500.00 s.y. $2.00 14779.98 $29,559.96 P-400 3. Preparation o fExisting Pavement Type 1 7000.00 s.y. $2.50 3221.21 $8,053.03 P-400 4. Preparation of Existing Pavement, Type II 100.00% L.S. $95,000.00 95.00% $90,250.00 P-409 5. Bituminous Concrete - Type 6F, Top 7060.00 tons $65.00 6245.33 $405,946.45 P-409 6. True and Level Course 5190.00 tons $65.00 3275.93 $212,935.45 P-502 7. Full Depth PCC Pavement Repair 285.00 s.y. $100.00 0.00 $0.00 P-503 8. Joint Resealing (PCC) 10350.00 I.f. $1.50 7340.00 $11,010.00 P-503 9. Crack Sealing 2205.00 I.f. $5.00 1371.00 $6,855.00 P-603 10. Bituminous Tack Coat 3785.00 gals $4.00 2843.93 $11,375.72 P-612 11. Field Office 100.00% L.S. $5,000.00 100.00% $5,000.00 P-620 12. Runway & Taxiway Painting 32930.00 s.f. $0.75 32930.00 $24,697.50 P-625 13. Sand Slurry Coal -Tar Pitch Emulsion Sealcoat 24780.00 s.y. $1.27 24315.45 $30,880.62 T-90614. Beachgrass 3400.00 s.y. $5.10 0.00 $0.00 D-710 15. Stablization Fabric 3675.00 s.f. $2.00 2760.00 $5,520.00 D-712 16. Rip -Rap Berm 280.00 I.f. $35.00 276.00 $9,660.00 L-108 17. Cable Trenching for the Installation of Underground Cable 790.00 I.f. $5.00 702.00 $3,510.00 L-108 18. No. 8 AWG, 600V, Type C Single Conductor Unerground Cable Installed in Trench/Duct 3465.00 I.f. $3.00 3192.00 $9,576.00 L-10819. No. 8 AWG, 5KV, Type C Single Conductor Unerground Cable Installed in Trench/Duct 410.00 I.f. $3.00 290.00 $870.00 L-108 20. No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods and Exothermic Connections 790.00 If $3.00 790.00 $2,370.00 L-110 21. 2 -inch Diameter Rigid Steel Conduit 360.00 I.f. $15.00 339.00 $5,085.00 L-125 22. Guidance Sign, 4 Characters, Base Mounted, in place 4.00 each $6,000.00 4.00 $24,000.00 L-125 23. Modification of Existing Runway Threshold Lights 16.00 each $600.00 16.00 $9,600.00 M-100 24. Maintenance & Protection of Traffic 100.00% L.S. $55,000.00 100.00% $55,000.00 M-150 25. Project Survey & Stakeout 100.00% L.S. $113,000.00 100.00% $113,000.00 M-200 26. Mobilization 100.00% L.S. $40,000.00 100.00% $40,000.00 STATEMENT OF DAYS CHARGED 50 TOTAL CONTRACT DAYS 38 LESS DAYS CHARGED 12 TOTAL DAYS REMAINING BOURGEOIS & SHAW, INC. BY: TITLE: cl t c �► l M0. R C DATE: Total Amount of Work Done to Date -------- $1,169,754.73 Less 5% Retained ----------------- $58,487.74 Amount Recommended for Payment, $1,111,266.99 Previous Estimates --------------- $489,568.14 AMOUNT DUE CONTRACTOR, ESTIMATE #2 --- $621,698.85 C&S ENGINEERS, INC. . Wagner, Jr.�f.E. 4anaaer (� RECFlVFD nas JUN 2, Engineers, Inc. South o!r' 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 To: Mr. James Kuzloski Re: Fishers Island -Elizabeth Field NYS Dept. of Transportation, Region 10 RW 7-25 & 12-30 Overlay (Const) New York State Office Building FAA AIP No. 3-36-0029-08-93 Veterans Highway NYS PIN 0913.08 Hauppauge, NY 11787 File: 211.006.003 Attention: Date: June 21, 1994 Enclosed please find the following: Three copies of Partial Payment Request No. ONE (Form FIN -190) with attached backup documentation for your review and processing. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. 1 Theresa M. Hopkins Assistant Grants Administrator Enclosures cc: Ms. Judith Terry RECHVED Southold 7 own clerk Engineers, Inc. To: Mr. Philip Brito Manager Federal Aviation Administration N.Y. Airports District Office 181 South Franklin Avenue Valley Stream, NY 11581 Attention: Enclosed please find the following: Remarks: 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island -Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 File: 211.006.003 Date: June 21, 1994 Three copies of Partial Payment Request No. TWO (Form 271) with attached backup documentation for your review and processing. If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. A Ther6sa M. Hopkins + Assistant Grants Administrator Enclosures cc: Ms. Judith Terry JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 17, 1994 Theresa M. Hopkins Assistant Grants Administrator CSS Engineers, Inc. 1020 Seventh North Street Liverpool, New York 13088 Re: Fishers Island -Elizabeth Field RW 7-25 S 12-30 Overlay (Const.) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 Dear Ms. Hopkins: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 Enclosed are four (4) executed copies of Form 271, Partial Payment No. TWO to the FAA, and four (4) executed copies of Form FIN -190, Partial Payment Request No. ONE to the NYS-DOT, with regard to the above referenced project. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures cc: Accounting S Finance JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER oc�vFfOIKcOG ` � z to � 00, OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JUNE 14, 1994: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Thomas Wickham to execute Partial Payment Request No. Two to the Federal Aviation Administration in the amount of $475,063.00, and Partial Payment Request No. One to the New York State Department of Transportation in the amount of $25,477.26, with regard to the Fishers Island - Elizabeth Field Runways 7-25 and 12-30 Overlay (Construction) Project, all in accordance with the approval of C&S Engineers, Inc., the Town's consultants for the project. Judith T Terry Southold Town Clerk June 15, 1994 JIJi , 40-1r�) Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 Southall Town Clerk (315) 457-6711 Fax (315) 457-9803 To: Ms. Judith Terry Town Clerk Town of Southold Town Hall 53095 Main Road, PO Box 1179 Southold, NY 11971 Attention: Enclosed please find the following: Remarks: Re: Fishers Island -Elizabeth Field RW 7-25 & 12-30 Overlay (Const) FAA AIP No. 3-36-0029-08-93 NYS PIN 0913.08 File: 211.006.003 Date: June 7, 1994 Five copies of Partial Payment Request No. TWO (Form 271) with attached backup documentation for your review and signature. Five copies of Partial Payment Request No. ONE (Form FIN -190) with attached backup documentation for your review and signature. Please have Mr. Wickham sign four copies of Form 271, four copies of Form FIN -190 (both pages), and return them to me for distribution. Keep one cope with attached backup documentation for your files. If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. '4A 4U Theresa M. Hopkins Assistant Grants Administrator Enclosures Approved by Office of Management and PAGE OUTLAY REPORT AND REQUEST FOR REIMBURSE- Budget NF. 80-RO181 1 1 OF 1 PAGES MENT FOR CONSTRUCTION PROGRAMS 1. TYPE OF REQUEST ♦ 2. BASIS OF REQUEST ❑ FINAL ® PARTIAL ® CASH 11 ACCRUAL & FEDERAL SPONSORR40 AGENCY AND XTR9VC9I3M1I!RrTU-- 4. FEDERAL GRANT IM 5TRM_ rP=IAL PAYMENT REQUEST NO. WHICH THIS REPORT IB SUBMITTED IDENTIFYING NUMBER ASSIGNED BY FEDERAL AGENCY TWO Federal Aviation Administration - N.Y.A.D.O. 3-36-0029-08-93 a EMPLOYER IDENTIFICATION Na 7. RECIPIENT ACCOUNT OR OTHER PERIOD COVERED BY THIS REPORT IDENTIFYING NUMBER FROM (Month, day, year) ITO (Month, day, year) 11-6003307 NIA 4/14/94 SM94 0. RECIPIENT OROAN"TION 10. PAYEE ( *are chow should be Nat H diffewt than hart NI) !item: TOWN OF SOUTHOLD Nanw. TOWN HALL, 53095 MAIN ROAD No: and P.O. BOX 1179 Ara ars streer SOUTHOL.D, NY 11971 street city, PROGRAMS - FUNCTIONS - ACTIVITIES city. State sad (b) State and ZIP Code: ZIP Oode. 11 _ STATUS OF FUNDS -• - •-- UI ANUJA*W FUt1M Z11 V-76) Prescribed by Offios of Management rand Budget CIN. No. ZI10 PROGRAMS - FUNCTIONS - ACTIVITIES (�l (b) (c) CLASSIFICATION RUNWAY 7-25 812-3 TOTAL OVERLAY (Construction) a. Administrative expense $0.00 $0.00 $0.00 $0.00 b. Preliminary expense $0.00 $0.00 $0.00 $0.00 c. Land, structures, right-of-way $0.00 $0.00 $0.00 $0.00 d. Architectural engineering basic fees $0.00 $0.00 $0.00 $0.00 e. Other architectural engineering fees $0.00 $0.00 $0.00 $0.00 f. Project inspection fees $53,506.25 $0.00 $0.00 $53,506.25 g. Land development $0.00 $0.00 $0.00 $0.00 h. Relocation expense $0.00 $0.00 $0.00 $0.00 1. Relocation payments to individuals and businesses $0.00 $0.00 $0.00 $0.00 J. Demolition and removal $0.00 $0.00 $0.00 $0.00 k. Construction and project Improvement cost $489,568.14 $0.00 $0.00 $489,568.14 I. Equipment $0.00 $0.00 $0.00 $0.00 m. Miscellaneous cost $0.00 $0.00 $0.00 $0.00 n. Total cumulative to date (sum of lines a thru m) $543,074.39 $0.00 $0.00 $543,074.39 o. Deductions for program income $0.00 p. Net cumulative to date (Line n minus line o) $543,074.39 $0.00 $0.00 $543,074.39 q. Federal share to date $488,766.95 $0.00 $0.00 $488,766.95 r. Rehabilitation grants (100% reim- bursement) s. Total Federal share (sum of lines q and r) $488,766.95 $0.00 $0.00 $488,766.95 I. Federal payments previously re- quested $13,703.00 $0.00 $0.00 $13,703.00 u. Amount requested for reimbursement $475,063.95 $0.00 $0.00 $475,063 v. Percent of physical completion of nrnigr•t :44 701, (m)".. 34.7% 12. CERTIFICATION SIGNATUREUTHORIZE7RT INV OFFICIAL DATE REPORT SUBMITTED JUN 1 4 1994 1 certify that to the best of my knowledge a. RECIPIENT and belief the billed costs Or disburse- TYPED OR PRINTED NAME AND TITLE TELEPHONE NO. ments are in accordance with the terms THOMAS H. WICKHAM of the project and that the reimbursement TOWN SUPERVISOR (516) 765-1800 represents the Federal share due which has not been previously requested and SIGNATURE OF AUTHORIZED CERTIFYING DATE REPORT SUBMITTED that an inspection has been performed OFFICIAL and all work is in accordance with the terms of the award. b. Representative certifying to lino Iwo)�Jodw5 11v. TYPED OR PRINTED WAmE AAD TITLE TELEPHONE C&S ENGINEERS INC. SHEILA M. FARLEY (315) 455-7981 GRANTS ADMINISTRATOR -• - •-- UI ANUJA*W FUt1M Z11 V-76) Prescribed by Offios of Management rand Budget CIN. No. ZI10 4 ICo' trol.lcr'F I FIN'190-2.b (10/71) STATE OF NEW YORK I AC 5033 DEPARTMENT OF TRANSPORTATION INumber ! K - Approved State MUNICIPAL CORPORATION APPLICATION FOR PAYMENT !Certificate I ! ! INumber I ONE Comptroller ----------------------! ------------------------------------ IPAYEE (Name,Address and Zip Code) I FINANCIAL STATEMENT 1 (TOWN OF SOUTHOLD (COST OF WORK PERFORMED TO DATE: 05/25/94 ! ! ITOWN HALL, 53095 MAIN ROAD I 1 1. Total Expended $536,363.36 1 IP.O. BOX 1179 1 2. Less non -participating $0.00 ! ISOUTHOLD, NY 11971 3. Eligible Cost $536,363.36 1 I----------------------------- --------------------------------------1 $482,727.02 I (Payee -Employer Identification No. I Org. Code 1 4. Less Federal Share $53,636.34 1 1 11-6003307 1 B001 5. Project Cost $50,954.52 1 ---1 6. 95% of Project Cost GRANT AGREEMENT 1 7. State Share at 50% $25,477.26 1 ]State Number 0913.08 Max. State Amt. $78,273 1 B. Total prior requests $0.00 1 $25,477.26 1 lFederal Number 3-36-0029-08-93 Max. Fed. Amt. $1,408,908 1 9. Amount requested ---- - - --- ---------- ---- I -------------------------------------------------------------------- I In accordance with the provisions of the Grant Agreement, the Municipal Corporation applies for payment as follows: ----------- ------------------------ ------------ ---------- ' --------------------- --- ---- -- ---- � I A - I B I C I D I E I F I G ! I ELIGIBLE I FEDERAL. I PROJECT I PRIOR I CURRENT 1 95% OF I STATE FUNDS I I DESCRIPTION I COST I SHARE I COST I PROJECT I PROJECT I CURRENT I REQUESTED I I INCURRED I I (A -B) I COSTS I COSTS (C -D) I COSTS* I -----1 - ----- -------I------------ (50% OF F)* I -(-- I I EQUIPMENT 1 $0.00 1 $0.00 1 '00.00 1 I $0.00 1 $1+.00 I -------- -I ' •;0 ! I LAND I $0.00 1 $0.00 1 $0.00 1 I $0.00 ) I--------------- I I CONSTRUCTION 1 $489,568.14 1 $440,611.33 1 548,956.81 1 $0.00 1 $48,956.81 1 $46,508.97 1 $-:-3,.54.49 ! -------------! I ENGINEERING 1 $46,795.22 1 $42,115.70 1 $4,679.52 1 $0.00 1 $4,679.52 1 $4,445.54 1 - -1--------------I---------------I-----------------1 $2,222.77 1 I -------------------I--------------- I --------------- I --------------- I ------------ I OTHER I $0.00 1 $0.00 1 $0.00 1 I $0.00 I $0.00 1 --------------- I --------------- I $0.00 I ----------------- ------------------I--------------- I --------------- I --------------- I --------------- I I $0.00 1 $0.00 1 $0.00 1 I $0.00 1 $0.00 1 -----------I----------------- $9.00 1 I " I I ! I ADMINISTRATION I $0.00 I $0.00 I a0.00 $0.00 $0.00 1 ---I---------------- I Sr,.00 I -----------------i ! -------------------I--------------- I --------------- I---------------I---------------I----------- I TOTALS i $536,363.36 1 $482,727.03 1 $53,636.33 1 $0.00 1 $53,636.33 1 $50,954.51 1 ----------------------------------------------------I $25,477.26 1 _________________ _ _ ! *DO NOT USE COLUMN F WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT ---------------- --------I ! CERTIFICATION F MUNICIPAL CORPORATION ! !I certify that according to my knowledge and beLa and amounts shown on the face of this application for payment are I Icorrect, all work has been performed and or alllied; that th contractors who have performed Fork on this project ) (have complied with all of the provisions of SecNew York S e Labor Lax and that affidavits to tt:at effect coveting I (the payroll period through 05/25 i my off c ; that the foregoing is a true and correct statementl-f the project account up to and including the p riod c v ed by this application. ID?te'1`°� )` Signature: - Title: TOWN SUPERVISOR ---------------------------------------------------------------- !NEW YORK STATE USE Deduct Ineligible Items per Schedule Attached--$_ ! mount- 1 Approved Amount-- --------- - --------I i (AVIATION DIVISION CERTIFICATION - DEPT. OF TRANSPORTATION IAPPROVF,D AS TO FUNDS AVAILABLE ) ITo the best of my knowledge and belief, this claim is correct and (AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPOPTATION ! I Ijust, and is approved for payment I I I Date By I Date- - By-- - .��----- ---------------------- -- - ------------ ---- -- -- ----- --! I I PROJECT NUMBER I PEQIIEST I PAYMENT ! (Dept. of Transp. (State INumber !Interim ' !Voucher Number lFederal (Date s !Semi final Final ! FNCU"BdA.W L Ilk)'; 'ni I i`h F f 1;"'Ei ACCOUNT I EXPENDED ICHAR I OBJ.1--- ----------- I -I I -- --- ------ ----I S I NUMBER I AMOUNT I I I CONTRACT I AMOUNT I FUNCTION I MAJOR I SUB I U I i 1 I I I NUMBER I I I I I F I I------------------------I-----------------I-----I-----I-----------------I-----------------I----------I-----------------I--------I----1 113 21122 31132 33134 35136 41142 51155 58160 1 I----------------- I ---------- I----------- 65166 68169701 ---------- I 1 ------------------------ I----------------- I-----I-----I----------------- I . I f I I , , I I I I 1 ! , I , , . ! 1 1 1701 ) . . . I I ! ! I I------------------------ I----------------- I-----i-----I----------------- I-----------------I----------I-----------I-----I--------I- 1 I,, I,''' I I I I I''''' I 1 1 1701 1''' I I ---------- I-----I--------I-- I I I I I------------------------I-----------------I-----I-----I-----------------I----------------- I ---------- 1. , I, I''' I 1 I I 1''''' I 1 1 1701 ! I - I-----------I-----I- I I ! ------i I t------------------------I-----------------i-----I-----I-----------------I----------------- I -------- ! , ' ' ' ' ' ' ' i I I I I ' ' ' ' ' I 1 1 1701 1 ' ' ' I I I ! ----I--------I- -I I------------------------ ----------------- ----------------- ----------------I-----------I-----------1 , . . , , F , , ! I I I I , . , , ) ! 1 1701 1 ! ! i FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 6 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. 0913.08 SUMMARY OF FEDERAL ELIGIBLE PROJECT COSTS PROGRAM NO. 1 06/07/94 211.006.003 FEDERAL GRANT ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE -------------------------------------------------------------------------------------------------------------------------------------- AGREEMENT AMOUNTS FEDERAL ELIGIBLE FEDERAL ELIGIBLE PARTICIPATING -------------------------------------------------------------------------------------------------------------------------------------- a. ADMINISTRATIVE EXPENSE ......................... 33,000.00 $3,000.00 30.00 x0.00 b. PRELIMINARY EXPENSE ............................ $0.00 $0.00 $0.00 30.00 c. LAND, STRUCTURES, RIGHT-OF-WAY ................. x0.00 $0.00 X0.00 10.:C d. ARCHITECTURAL ENGINEERING BASIC FEES........... $0.00 $0.00 $0.00 e. OTHER ARCHITECTURAL ENGINEERING FEES........... $0.00 $0.00 $0.00 f. PROJECT INSPECTION FEES ........................ $130,910.00 $130,910.00 $53,506.25 SC.00 ;. LAND DEVELOPMENT ............................... SO.CO S0.00 $O.CO RELOCATION EXPENSE ............................. :0.00 $0.00 $0.00 30.00 RELOC PAYMENTS TO INDIV AND BUSINESSES......... 50.00 $0.00 30.00 ^' J DEMOLITION AND REMOVAL ......................... 30.00 $0.00 $0.00 ;0.00 . CONSTRUCTION AND PROJECT IMPROVEMENT COST...... 3. ,429,543.00 $1,429,543.10 5489,568.14 . EQUIPMENT ...................................... $0.00 $0.00 $0.00 <0.00 �. MISCELLANEOUS COST ............................. 52,000.00 $2,000.00 $0.00 30.00 -------------------------------------------------------------------------------------------------------------------------------------- TOTAL FEDERAL COSTS 1,565,453.00 $1,565,453.10 $543,074.39 _0.00 T � ` FISHERS ISLAND AIRPORT - ELIZABETH FIELD 06/07/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 ------------------------------------ Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $53,506.25 $46,795.22 $0.00 ------------------------------------------------------------------------ ------------------------------------------------------------------------ RETAINAGE TO DATE: $2,829.28 SUBTOTAL: $55,335.53 NATE NON- DATE FEDERAL ELIGIBLEELIGIBLE :ARTICIPATING * 11/24/93 5,358.68 $4,734.61 * 01/21/94 $576.39 $475.41 $0.00 * 02/17/94 $934.95 $803.39 $0.00 = 03/14/94 =742.23 5637.79 $0.00 04/14/94 7,514.34 :5,581.80 $0.00 04/28/94 $14,702.73 512,953.23 30.00 05/25/94 -23,376.93 $20,608.99 $0.00 f ...... L.IVERPOOL, N. Y. MAY -2 5, ,..................... TOWN OF SOUTUOLD, COUNTY OF SUFFOLK, N. Y., Dr. To ....... C&.S.. ENGINEERS,...INC:............... ..........................Claimlmt 1020 SEVENTH NORTH STREET Address................................................................................. Fed. 1. D. No. .,,,,13 - 5 3189 4 0 ................. or Soc. Security No. ........................ The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. i Dated .... ... MAY 2. . 5 , 24.... `1 / �Lt•�- .................................... 19...... .... ............... ................................................ Signature INVOICE#405149 FILE -1211,006 CONTRACT NQ- Qn-� RE: RUNWAY 7-25 $ 12-30 OVERLAY, INSPECTION ERVICE IN ACCORDANCE WITH ENGINEERING AGREEMENT DAT D SEPTEMBER 8, 1993 FOR ENGINEERING SERVICES P RFORME PROM APRIL 23, 1994 THROUGH MAY 13, 1994. 24,817.82 LESS: 5% RETAINAGE 1,240.89 23,576.93 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. i Dated .... ... MAY 2. . 5 , 24.... `1 / �Lt•�- .................................... 19...... .... ............... ................................................ Signature TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT R/W 7-25 & 12-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 04/23/94 THROUGH 05/13/94 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 15% TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE : & 44r -b Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 05/25/94 INVOICE #: 405149 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 THIS INVOICE 6,789.90 6, $�' 2r� 9,845.36 -------------- j g 16,635.26 311.80 .. j b -------------- 16,947.06 4,633_65 -------------- 21,580.71 3,237.11-------------- 24,817.82 9c 1,240.89 -------------- 23,576.93 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER Lwk4. Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 05/25/94 INVOICE #: 405149 PROJECT #: 211.006.003 CLIENT REF: HOURS RATE PREM AMOUNT MANAGING ENGINEER PETRANCHUK, MARK F. 4.00 32.6000 130.40 PROJECT ENGINEER CLARK, BRUCE 11.00 22.7000 249.70 ENGINEER PALIN, JEFFREY D. 53.00 17.2000 911.60 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 28.00 28.0000 784.00 RESIDENT ENGINEER DEL GUIDICE, JOHN A. 52.00 24.1000 1,253.20 SENIOR INSPECTOR FEHRMAN, GREGORY J. 120.00 18.8000 2,256.00 FEHRMAN, GREGORY J. 7.00 18.8000 65.80 131.60 FEHRMAN, GREGORY J. 12.00 18.8000 112.80 225.60 FEHRMAN, GREGORY J. 8.00 18.8000 75.20 150.40 SR.INSPECTOR WILDS, KAREN D. 4.00 16.4000 65.60 GRANTS ADMINISTRATOR HOPKINS, THERESA M. 2.00 11.2000 22.40 TECHNICAL TYPIST MACKO, GERALYN M. 3.00 9.8000 29.40 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 05/25/94 INVOICE #: 405149 PROJECT #: 211.006.003 CLIENT REF: HOURS RATE PREM AMOUNT JUNIOR INSPECTOR WICKER, DAVID J. 40.00 11.6000 464.00 WICKER, DAVID J. 10.00 11.6000 58.00 116.00 OTHER EXPENSES TRAVEL & SUBSISTENCE DEL GUIDICE, JOHN A. CERRETANI, LAWRENCE J. PALIN, JEFFREY D. FEHRMAN, GREGORY J. AUTO RENTAL CERRETANI, LAWRENCE J. PALIN, JEFFREY D. FEHRMAN, GREGORY J. -------- 354.00 ---------- 311.80 ---------- 6,789.90 COST/QTY RATE AMOUNT 214.00 1.0000 214.00 451.39 1.0000 451.39 1,304.00 1.0000 1,304.00 1,562.00 1.0000 1,562.00 122.82 1.0000 122.82 309.96 1.0000 309.96 669.48 1.0000 669.48 4,633.65 ** Total Project 211.006.003 11,423.55 9 CBS Engineerss Inc. EXPENSE REPORT SUMMARY DATE - 5 _L�� IPLOY NAME s + % DEP TMENT NAME: PERIOD f FROM : TO SHEET : �-� OF y SUMMARY OF EXPENSES FOR ACCOUNTING TO BE ALLOCATED DEPT, USE ONLY RECONCILIATION APPROVALS ;OJECT MINDER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT •,Jn /� �►n JJ / _� , ENIPL YEE DATE SUPERVISOR DATE PARERb ) `3'I`'I \�DA� TE ( �G ACCQUNTING DATE TOTAL PPD. OR CREDIT CARD EXPENSE l� r/i_ C06 1 foo q139 1 / TOTAL OUT OF POCKET EXPENSE 1. 003 V ` g-02- Sal TOTAL EXPENSE 14-z-+ L3> ADVANCE DATE ADVANCE TE ADVANCE ATE TOTAL ADVANCE Q LESS OUT OF POCKET EXPENSE 114-24 •Z3 BALANCE DUE COMPANY DUE EMPLOYEE '/ 1 U-1 Z REMARKS �C S 1.3I 1 GRAND TOTAL I U1kI I- �R= I FOPM 0 NY -115-5 (IC..2) _ Bud t xSEAM ❑(-� EMERGENCY ROM SE3YAQ80e30lfff& 377 �. 516-588-1480 -. STATION: ISPAP 140w HRL1 VHL -HVC RONKONKOMA, NY CMff DINTPI ATION OR BUM plum •MMW!5 Z. 0 t ..p G Oman UcD" Q W- I ="z J - J CERRETANI LGA6� V141CU NO. I OWNING LOCATION AaANDOW ISPAA3636977 MM cmw NO. L � 7141 16 0 k'I 01 i +cess aor 5 Iv ST AUTriORM ADOM10fL OPEMTORS C�;= VALID DRNEM UCENSE 1MiQE I 11AX PAYLOAD rH Iiel:RvJG W 4/13/94 0726 ►��� FQAEJ UT;;'N.4 TO U=TON SF'AA I SL I P AIRPORT T40713/94 Mn c 3271 5 UDY 1 T= 34/12/94 0639 IN OUT r,E.uAxs 6 0. 13 _ M E313 7 -"'". . MLY RATE s TE a dpi A 36 WA ar UNUM OUT 1 11AX CFAAM O4=XtMTDOILY Ig111�P6� MILES LMES •RATD00NOTNCtJA[IDIDIAIBNICEGWM DRIVEN ALLOWEDW K = D i+iRA aiD RIL Pic= an= Awsm 1 -DY/ 35.00 35.0-0 TOTAL T & IV _---35.-8Q REFUELING SERVICE CHG $2.55 100 FUEL OUT 8/8 IN /GAL. TA;: F 13.500CN 5 .98 _.:17.98 7. 15 AMOUNT OTHER THAN FULL VALUE )• �'» ;. FOR TRUCK RENTALS ONLY -LOSS DAMAGE WAIVER "W}•- IF AENTER DE- SUBTOTAL 60.-43 CLINES LOW, RENTER WILL BE RESPONSIBLE FOR THE FULL VALUE (OR OTHER RAL. DUE 60. 1.? AMOUNT WRITTEN ABOVE) OF ANY LOSS OF OR DAMAGE TO THE VEHICLE, INCLUDING LOSS OF USE AND RELATED EXPENSES, .REGARDLESS OF FAULT, EXCEPT AS PROVIDED IN PARAGRAPH 7 ON THE REVERSE .SIDE IF -RENTER ACCEPTS LOW, RENTER WILL NOT BE RESPONSIBLE FOR SUCH LOSS OR DAM - AG;, EXCEPT AS PROVIDED IN PARAGRAPH 9 ON THE REVERSE SIDE. LOW IS NOT S.IRANCE. PENTER'S OI,VN INSURANCE MAY COVER ALL OR PART OF SUCH ,OcS OR DAMIAGE. RENTER SHOULD CHECK WITH HIS INSURER TO DETFS-MINE 'H: AMOUNT OF COVERAGE PROVIDED FOR PERSONAL INJURY AND LOS, OF OP. 1 `11V;-�E TO THE VEHICLE DUE TO THEFT, VANDALISM OR COLLISION C=11:.a3E. I TO ALL TEAMS AND CCND?IONS OF THIS AGREEMENT. I WILL ?L:=N Tr.: 4T_.' -:CLE TO THE RENTING OR SPECIFIED LOCATION CN OR SS- FCRE THE : uE ZACK DATE ORA DROP CHARGE AND RATE CHANGE MAY APPLY. I UND:nSTAN7 CNLY AUTHORIZED DRIVERS MAY OPERATE THE VEH:CLE. C -N FILE LCSS a' G'q WA,ti�,i (LC',4) PERSONAL ACCIDENT INSURANCE IPA,) DECLINES CA FE -RONAI E.-FECTS COVERAGE (PEC) j;U'}PEL`p� vc'd T'I L�B;LTTY (SLO `-._ RATE ov W1: o 177..' 1�)•�3:5 F EY 19?J.LS YOU ACCEPT OR DECLINE CPTICSAL SERVICES AS SCb` JYE' P�EPAr'v-7. C:.LhiiJ g� er AL1 CHAAGE9 SUBJC�'T TO AUDR Ciilc;NAL i71-Y" r t f Buyer agrees to pay Texaco Refining and Marketing Inc, or assignee for oft purchase In accordance with Texaco's ant terms, the prior disclosure of Which is acknowledged. t)o npaym ot sign before reading this agreement or If any spaces for agreed terms are left blank Retain this BUYER' C,. 7UgE ,....-.,.....�_._..� PLEASE RETAIN THIS COPY 1 TO VERIFY BILLING. x +aw TEXACO r3i i�Lti Lv� lv ` L�t� _ tl�� �r �(�%i,' L✓� - _ _ L i :: ITL i1 r . L .'S. • _ CUSTC?.'ER COPY ESTA13USHMENT NAME STEAK LOFT #1 M','ST I C CT ��061 00764700000 01 DATE APPROVAL CODE J 4 CUSTOMER NAME L LJ CEF-,RE-1 ANI `J 371411"--1O717i006 } / rs TRANSACT -ION TYPE RECORD OF CHARGE + TERMiNAL: DESCRIPTION OF PURCHASES SERVICES FOOD AND 60.)EFOGE ' F H' -E H. i0� iNT , ----------- TOTi;L 011 E Q.21 BRADLEY INT'L AIRPORT RENTAL RECORD: 555345512 LAWI;F E CUUVANI CC!91-ETEO BY: 6477 RENTED: BRAG EV INT'L AIRPORT F.EVAL: 0,510-194 19:00 L Nn : _ .:4 15:55 MILES IN: 0=Z-52 OUT: 04801 MILES DRIVEN: 151 PLAN INaT: I LD IMCLD CLS: F � 1ryDyA�Y�7S 54.99 54.99 j D I JI.o 1 57w 2.75 TAXABLE TOTAL 52.24 ' TAX .06000 3.13 CT SLIF.CHARGE 1.00 LVT DE 56.37 PAID BY: OY CF701T CAPE 0 371411607171006 F"# '.S 0,42';-126 Th: -I you for renting fron Hertz NAME 1//'5111 b «b RATE r OUT DATE CLERK FL CR. NR. ' Radisson CiU1NOE0.` :- DATE TO Roots INEWRATE 4 4 A� a •--��,, I 5 5 - 8x /- L . . 6 6 ' 9 9 _ '7.1/0 I 10 _ to13 12 12 14 14 15 15 16 ; 16 17 17 16 18 19 19 r 20 20 21 21 Cr.A.,GE To TRANSFER TO CITY LEDGER I AGREE --AT UY UA8:LITY FC; 'HIS c'LL ;S NCT V.A!VE5 AND AGREE TO BE HE'w7 PS'SGv-LLY U. -- .ABLE 'N 76,E ",ENT THAT THE CATZD -== CCa=-tiY C4 ASSOCATION FAILS 70 Fav FGR ANi C. -Y 3 STATE CR T ❑ =L'LL AMOUNT OF THEZE CHARGES AFPP.C,jE^u EY SAFE'Y DEPOSIT 60X NO. GUESTS S'GNATURE �7< <'��I Calocerinos & Spina �\yv. !� Engineers, Inc. EXPENSE REPORT •� �� ! ;% EMPLOY E NAME: (PRINT) ^ ---j�'.� �.- D RTMENT NAME: - / PE11100 FROM: / '� TO: j ALLOCATION OF ACCOUNTING EXPENSE CLAIMED DEPT. ONLY ---- Hi -W5- P.O. MISC. CUNT. 6 ACCOUNT NO. CV6 SHEET; OF - ---.- AUOUNT OF tXPFNS� - DATE NATURE OF EXPENSE PROJECT NAME AND/OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED . BY NAME , COMPANY i TITLE) ITEM LOCATION CARD TYPE PPn. on cC. Ou: OF PC sx SAW cy 7 Nom' TOTAL 10 L. ACCOUNTED FOR STANDARD FORM 231-A _I 1, cxb�6 AmccrnDATE Engineers, Inc. S EXPENSE REPORT SUMMARY •1; RN OYEE NAME : Q{ �' �-} 12 MdLl DEPARTMENT66,U �'�L G'1pLa �� IO SHEET : f OF FROM : Ott-1j� TO : Oy ` SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT, USE ONLY RECONCILIATION APPROVALS 'ROJECT NUMBER CONTRACT PNAS! TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT EMPLOYE GATE SUPERVISOR DATE PARTNER DATE ' ACCOUNTINO / DATE �I ! r C I �j O 1 V 1-7 1 O(� W � r �O 4a O \ V SOAR) y�•�� L/ TOTAL PPO. ON CREDIT CARD EXPENSE PE rfo j�� O`er /� 4O 15AI TOTAL OUT OF POCKET ! PENSE. Z�j �t ' TOTAL EXPENSE ADVANCE DATE ADVANCE DATE ADVANCE TOTAL ADVANCE O llSS OUT OF POCKET EXPENSE� r, _ j+�_ C� J- BALANCE DUE COMPANY DU! EMPLOYEE REMARKS O LIE S (41111 GRAND TOTAL 7 �p a ' . N "_k. -.t .w.. •:r' r,.!':��.�.T-'r.�•�rr+'i�+ r "d5�. �'< - :` r'' j%c� �� f f f # , ApRIL 23, 1994 19.3$ F!f ,:r•b,rPi T INN '' 1_?, _i / !MYSTIC 1,22 s:UHIR UILLE AVENUE yylTir, CTtDf 446355 _..� .. ii �•1 ^� .._ay�.+rn[ _ .. •JAIs L."' • is4�`til .. • • . i. • x411 ! rhiiJHC .. . . ='L�nC}:i' SES $553. sa V r --- - arv,,, T.?1,_ syr•. � k Aerie ' of -AL-A, �C .mac. �► s . _ ...1 Wr: r,�.: i fi"r +yr r Date 04/28/94 Time 22:12 Page 1 FEHRMAN/GREGORY Payment ESC 4226 951 464 848 Date Description APR 17 APR 17 APR 18 APR 18 APR 18 APR 19 APR 19 APF: 19 APR 19 APR 20 APfi r 0 APR 21 APR 21 APF: 22 APR 22 APR 23 APR 23 APR 24 APR 24 APR 25 0 P R 2 ROOM CHARGE OCCUPANCY TAX TELEPHONE CHARGES ROOM CHARGE OCCUPANCY TAX VIDEO RENTAL OCCUPANCY TAX ROOM CHARGE OCCUPANCY TAX ROOM CHARGE OCCUPANCY TAX ROOM CHARGE OCCUPANCY TAX ROOM CHARGE OCCUPANCY TAX ROOM CHARGE OCCUPANCY TAX ROOM CHARGE OCCUPANCY TAX Fi00M CHARGE OCCUPANCY TAX COMFORT INN MYSTIC SEAPORT 48 WHITEHALL AVE. MYSTIC, CT 06355 FAX: (203) 572-9358 PH: (203) 572-8531 „,,.. •; :i xiG.' .1, ►`r'i'`l 'FJ Ey"`a .wXillr M i�. K A t Acct# P50359-03 Room# 126 Rate Code Group Room Type N. Room Rate 44.0E: Arrive APR 17 94 22:58 Depart MAY 13 94 Exp: 04/96 Reference Room (203) 375-8866 VIDEO RENTAL TAX VIDEO RENTAL GUEST COPY Charges ICredits 44.00 5.28 2.57 44.00 5.28 7.95 .95 44.00 5.28 44.00 5.28 44.00 5.28 44.00 5.28 44.00 5.28 44.00 ' 5.28 44.00 5.28 GUEST COPY ' ~�Petr• �!`...yG� �L ate 04/28/94 COMFORT INN MYSTIC SEAPORT ' P58 9-n me 22:12 48 WHITEHALL -AVE. '•;. ` Roomg126.:a � %ge 2 MYSTIC, CT 06355 FAX: (203) 572-9358 Rate Code", PH: (203) 572-8531 Group Room Type K N, - - - - Room Rate 44.00 Arrive APR 17 94 22:58 'HRMAN/GREGORY - Depart MAY 13 94 yment BC 4226 951 464 848 Exp: 04/96" , Date Description Reference Charges` ` "Credits 'R 26 ROOM CHARGE 44.00 ='R 26 OCCUPANCY TAX 5.28 JR 27 ROOM CHARGE 44.00 =,R 27 OCCUPANCY TAX 5.28 =R 28 MASTERCARD/VISA PAYMENT 553.55 Balance Due: ,00 Direct Bill Signature: I agree that sy liability for this bill is not waived. GUEST COPY S - S f d,r a � W �•. Y q c.�1 �t�' V,+W. .. '�^fir" •�A. �i.. ITAL AGREEMENT ' iAAGES SUB..'ECT TO F:NAL AUDIT ' LICENSEE:T ` 11i LC SKS. CT 0617j96 JuG l Rental C (,_.03) 627-13048 RENT A CAR CAR TO BE RETURNED TO ABOVE UNLESS STATEDI RENTmr-MITIR, U . - 11 pf-D'L DRitE; t+�r,e CC�IFQFT M'rS f I C'. �:T 0:-ZTe• 015493 5YR1 C"C-C FY i Pi -31-57 31`r -4c3 -i;15.9 515-798-7197 Ll!ic^J: nJL t r INFORMA 1110i.1: 021013 LIC.fi M12t5FX: ST�i14: 94 PLYMOUTH ACCLAIM DRIFTWOO ICAR m FUEL LEVEL IN: 2/8 o-1 LEVEL DJT: FLLL �iILEPZE M. ? sl XlLE�A IAJT: 75v3 TDTk 9L5 DRIVEN: 15,117 ,!EH. CMI ITIC'd IN: As par Vehicle Condition Report CMITICV Off: As per Vehicle Ca„ditien Report R..e h!nualized Ct.arge for U44 is S A? : A`.f0 a� E ` MIS nE vT: _ iv "Y nEvkT �i nD. CUaFLFI COPY OFTHE�_`.;L.+CrEc`.'E~'A..C'ALsREEJTOITS '= c'+T?.L C�CU`.1E'vT iF YOu HAVE !:OT RECEP:'E COPY OF THE RENTAL 'EF. ENT. TIME OUT TIME IN 84-03-94 0652P 84-27-94 6241P +*CNAREES+f Days 3 Dys e 34.e,8 1?2.k1a Weeks -3 Rats p 16LOO 488.88 TOTAL T i N 582.06 opt-Chgs 36. N &$-TOTAL 618.08 Sales Tax 6.888% sJ.&4 Fuel chg 15.84 TOTAL DAUB 669.48 ++C.REDITS/PAYv NTS • .ET ME 665.4 Pf7Y�OTS-665.4a ZERO UU-'ZE e. a 1 RENTER SIGNATURE ADDITIONAL AUTHORIZED DRIVER ' Calocerinos&S ina Engineers. Inc. p EXPENSE REPORT DATE: AL1 /� EMPLOYEE NAME; / �•. IPRINT) DEPARTMENT NAME: �a�:7 LJ 1()a-1 PERIOD SHEET: 117 OF ---- - FROM; 0-'t- TO: CJS - DATE NATURE Of EXPENSE PROJECT NAME ANO/OR OUBINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED . BY NAME ,COMPANY •TITLE) ALLOCATION OF EXPENSE CLAIMED -�— PRuSJ• NIT: P.D. MISC. COW. 6 IIIIA5k ACCOUNTING DEPT. ONLY AMOUNT OF ttPf NSA ITEM LOCATION ACCOUNT NO. CARD TYPE PPD. OR CC. OUT O: PO( O'1-1}yY 04- Z.'"I L!��t �Q D►EI�big SUj-Aat;!B �ICIJ� �1RL� Z1 i O'i till vsc l I t i y �'� Rt l v�► � -�� r-m Lam{ w Efc,l-leh �r 064 A! 5l i- i 0-1- Zy-5i �• ti `r o4-ok-S'! o►i- L�'�`1 rl�►Z C�4fL iZEt�'t� L >_,a2 'QL-u761_ 1�l�►.rrT�` ISL,-/`_1� F � � Saga. � ��; 2E�,l,� i STANDARD FORM 231-A b TOTAL 10 D.'- ACCOUNTEO FOR .�... C&S Engineers, Inc. EXPENSE REPORT SUMMARY DATE ' zC) APLOYEE NAME s m RINT) �C� t.¢a.� +�� �r1 q ag DEPARTMENT NAME. q.� PERIOD PON �. 1 (1 FROM; 23 TO: -� Z9 SHEET : ( OF G SUMMARY OF EXPENSES FOR ACCOUNTING TO BE ALLOCATED DEPT. _QS"11LY RECONCILIATION APPROVALS %OJECT NUMBER CONTRACT PHAN TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT EIA LOYEE PATE/ SUPERVISOR !j DATE PARTNER DATE ACCOUNTING � G y DATE t~ A C, a3 rod 13�fOr)a 1-D AL PF0. CRED T�CARD EXPENSe a, ` oOr �Q �?� o w 2jVLL .J� (_ YJ ; I-), � TOTAL OUT OF POCKET EXPENSE. 1 01 3 / 9�p TOTAL EXP&SE ADVANCE DATE ADVANCE ADVANCE �6xTe ' TOTAL ADVANCE LESS OUT OF POCKET EXPENSE � DUE COMPANY I(D f 3 _ 960 BALANCE DUE EMPLOYEE REMARKS Tgq In GRAND TOTAL fn i { Q 11 5 - } i it «��� •'t:x..�$ra,fi+�:�, i_`.r. V2.21 BRADLEY INT'L AIRPORT RENTAL RECORD: 555318945 .EFF PALIN COMPLETED BY: 5506 RENTED: BRADLEY INT'L AIRPORT RENTAL: 04124/94 18:50 RETURN: 04129194 15:30 MILES IN: 00775 OUT: 00652 MILES DRIB: 123 — s PLAN IN10UT: MBR IMBR ' CLS: C 5 DAYS 48.00 240.00 VEH LPG TTL 0 $121DAY 60.00 DISCOLINT 10% 30.00 FUEL SIJ VASE OPTION 18.76 TAXABLE TOTAL 270.00 TAX .06000 16.20 CT SLAiCHARGE - - - 5.00 NET OLE 309.96 PAID BY: K CREDIT CARD #: 5329041975007110 Thank you for renting from Hertz i 7 DPI Y, APRIL 29, 199 CMFGHT INN /.MYSTIC --.132 GREBWNWILLE'HEWH MYSTIC, CT e -63—,j (203)572-85311 4 r CHA SES 0 -q FLEET NATIONAL BANK SALES DRAFT 1{ 1DjrSCjV 8,L!T EL N LliJa U!"NE"iDil, CT ?71•. ei 1, a— — — — ----- — — — — — -- T��T�! Ti H -M! 90— OF PAVMCNF CP� rA-711 —'.t -,.23, 00 7752826540 '4 I .See below -for Airline ;1i,1,-T'0.'..cr...'.". "ET4S) Form, Serial Number OP ----------- ARC I :;;.--'-� PASSENGER COUPON NW TPA kSOMEAS CATE OF ISSUE - SOOIuraG VIEFIAENa ISSUED 0 VCMAWE FOR r 10—C-01GOCOV PASSAGE CA '1A--FUW—T1A11T— A7 TIME TATSrAPE "S17"'T OES4TCA' —T— To PO 90— OF PAVMCNF CP� rA-711 —'.t -,.23, 00 7752826540 '4 Calocerinos & Spina EXPENSE REPORT C,l__F' Engineers. Inc. �I -� - EMPLOYEE NAME: (PLAINT) .Jc f I V tP,'� DEPARTMENT NAME: 1-A b• ` PERIOD -, SHEET: I OF FROM: DATE NATURE OF EXPENSE PROJECT NAME AND/OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED . BY NAME . COMPANY A TITLE) C, T L AIMED EXPENSE CL AC OUI TINY DEPT. ONLY ACCOUNT NO. sa � AMOUNT OF EAPFNSE CARO TYPE PPD. OR CC. OUT OF r(IC ITEM LOCATION P.D. MISC. Pf175.1. Nb� CONI. A PIIA.5E -I Iz3IQ4 ` 9 h "' cu11 1� 3 t i i I - -r SIANOARD FORM 271-A TOTAL IU :11 ACCOUNTED FOR u;;lld, DATE EXPENSE REPORT SUMMARY -4 i Engineers, Inc. EMPLOYEE NAME : IPRINTI ►J Li 1 C� l EP/ARTM�ENNT NA E: C I� i SI i�U O '�O� PERIOD SHEET : ' OF FROM ; O = SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT. USE ONLY RECONCiL1A716N APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT ` EMijLOYEE DATE V/ SUPERVISOR DATE PARTNER DATE ACC OUN IND '7 r`'/ DATE /, L . 1( -1 ., lJ ) ^ h L. TOTAL PPD. OR CREDIT CARD EXPENSE O� /1 TOTAL OUT OF POCKET EXPENSE. / I�, Q TOTAL EXPENSE .00b 0 03 boR -d)lq 00 a) 0 Q -1 60/ '1 ¢ ,Io„�12 ADVANCE DATE i( _8 I �l ��ID ADVANCE T! ADVANCE AT! TOTAL ADVANCE LESS OUT OF POCKET EXPENSE DUE COMPANY BALANCE DUE EMPLOYEE 2 (C,�) REMARKS /liqi,QnJC E :w 4-f) el q /lp+Z,L l l VZ13 14 —r + 7 14 01 6 fL GUANO TOTAL 1's 1 0 i CROSS SOUND FERRY SERVICES, INC. t2it New London-Orfenl Pohl Ferry P.O. Box 33 rn New London, Connecticut 06320 Date................... .�.. .... �RfECEIPT OF PAYMENT - Fare: S /..'.....................r;� t r, ........... ............. va ............................................ f Total: S .... Ticket Agent...........Terminal . ... .. . ... ...... For Reservations Phone New London (203) 443.5035 Orient Point (5 16) 323-2415 CROSS SOUND FERRY SERVICES, INC. New London -Orient Point Ferry P.O. Box 33 APR 2 113% New London, Connecticut 06320 Date......................................... RECEIPT OF PAYMENT Fare: S ...� .V, �J...�f'p.......................................... ................................................................... ....... ..................................................... Total: $ ...&, '.0 .. ..................................................... .11rr Ticket Agent ............ ► r....Terminal ....... ....................... For Reservations Phone New London (203) 443-5035 Orient Point (516) 323-2415 PROFESSIONAL RECEIPT P A R K I N G "The Really Good Puking Company" L Date Int• $ -�-- S1011ed �� i r�. rIN . 0, E ? V—rte r 5 _1:J:L uJiy �--- Z' �r• 'L t----- Y i C::! 51 + ONPURCHASEIS r t ' Days Inot, 26 Mkh#Ue Low, Rovto V, Mystic, CT 06355, 12031 P24W4 PELOUIDIACE, JOHN 4/20/94 S ENGT,j EERS 4/21/94 I T 105 DESCRIPTION• VA 2 4/2o/94 ROOM CHARGE 105/2516, $53.10 3 4/20/94 ROOM TAX 105/2517.1-%;---'. $6.37: 4/21/94 AMEX 105/151565/1001 $68.37CP C/O CLERK -RMB TIME- 5:57 *BALANCE DUE* S.00 CK'D BY: I %- Ljr, 1 !-r+ 1A T � . I I � - I I alr(,e that my liability for this bill is not waived and agree to be hold personaily liable in the event that the CITY STATE P(J'zj'AL CODE ird,rj:ed person, company or association fails to pay for a,iy pa,l or 1?,t full amount of these charges S,31':ATURE Calocennos & Spina EXPENSE REPORT C �� ' S Engineers, Inc. DAIS: EMPLOYEE NAME: / �n% I� (PRINT) O �LL �OC.I i1�iC� DEPAe%MENT NAME: Yt Acwt., J f PERIOD SHEET: - OF / - FROM: a�-/( Y TO: H Z�/ �/ DATE NATURE Of EXPENSE PROJECT NAME AND/OR BUBR/ESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED .11Y NAME , COMPANY A TITLE ALLOCATION OF EXPENSE CLAIMED �. VII11,1, HB. P.D. MISc. CUN f. A PIIA,j ° ACCOUNT NO DEPT. ONLY AMOUNT OF t11PF NSA ITEM LOCATION ACCOUNT NO, CARD TYPE PPn, on cc. OUT or r,)c Ap Z/, 4 A1.5hw-) r` -Z cob J r i ��E ysl.,-yy ✓�Ls�..� Zo � Fs 1"�2 _ - oi d'x, vo 3 la o`/ Zt 1,Ayu1"4 ��� e O�,EA,T �o,�v� — Z/ AJE,.J C w+ d .-x., -4 z i AZE0 Ln, 41, Z f/, 00A, Ooh i F,5� eM� �I � t STANDARD FORM =31-A TOTAL fu BE ACCUUNIED FON ......... I ...... ..LIVERPOOL .................. N. Y. APRIL..2.8.:......1�394 ) y........... ...... TOWN N GT, SOUTIHOLD, COUNIfY OF SUFFOLK? 11 Y., D8 0 C&S ENGINEERS, INC. To........................................................................ ..f aimn;: Address... 1020SEVENTH...NORTH... STRE.ET.............................................. Fed. I. D. No.13 - 5.318 9 4 0 ................. INVOICE#404188 or Soc. Security No. ........................ The L ndersianed (Claimant) (Acting on behalf of above: named Claimant) does hereby certify t at fhe02 . � lCross out one) fcre;oina claim is true and correct and that no part thereof has been paid, except as therein stated, and ---i the the b=lance therein stated is actually due and owing. APRIL 28, 94 Cared............................................ 19............ ...............�....�................................................ Signature F-ILE #211.006 CONTRACT NO. 003 SE'RVICES I 'I'N ACCORDANCE WITH ENGINEERING AGREEMENT (DATED SEPTEMBER 8, 1993 FOR ENGINEERING RVIC LS PERFORMED FROM APRIL 1, 1994 _J-�I _ THROUGH APRIL 22, 1994. $15476. 56 LESS: 5o RETAINAGE �7383 The L ndersianed (Claimant) (Acting on behalf of above: named Claimant) does hereby certify t at fhe02 . � lCross out one) fcre;oina claim is true and correct and that no part thereof has been paid, except as therein stated, and ---i the the b=lance therein stated is actually due and owing. APRIL 28, 94 Cared............................................ 19............ ...............�....�................................................ Signature TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT R/W 7-25 & 12-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 03/05/94 THROUGH 04/22/94 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 15% TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 04/28/94 INVOICE #: 404188 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL 130,910.00 THIS INVOICE 3,401.90 4,932.76 -------------- 8,334.66 37.60 -------------- 8,372.26 5,085.62 SID -------------- 13,457.88 2,018.68 -------------- � 15,476.56 773.83 - -------------- 14,702.73 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER Q .' Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 04/28/94 INVOICE #: 404188 PROJECT #: 211.006.003 CLIENT REF: HOURS RATE PREM AMOUNT DESIGNER KANE, KATHLEEN C. 4.50 14.2000 63.90 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 24.00 28.0000 672.00 RESIDENT ENGINEER DEL GUIDICE, JOHN A. 11.00 2^.1000 265.10 SENIOR INSPECTOR FEHRMAN, GREGORY J. 120.00 18.8000 2,256.00 FEHRMAN, GREGORY J. 4.00 18.8000 37.60 75.20 SR.INSPECTOR WILDS, KAREN D. 2.00 16.4000 32.80 TECHNICAL TYPIST BAXTER, CYNTHIA A. 3.00 10.7000 32.10 KOPACZEWSKI, KATHLEE .50 9.6000 4.80 -------- 169.00 ---------- 37.60 ---------- 3,401.90 OTHER EXPENSES COST/QTY RATE AMOUNT TRAVEL & SUBSISTENCE CERRETANI, LAWRENCE J. 1,380.84 1.0000 1,380.84 FEHRMAN, GREGORY J. 3,387.50 1.0000 3,387.50 AUTO RENTAL CERRETANI, LAWRENCE J. 69.01 1.0000 69.01 FEHRMAN, GREGORY J. 248.27 1.0000 248.27 Y Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 S A L A R Y & E X P E N S E D E T A I L (CON'T) ----------------------------------- INV. DATE: 04/28/94 INVOICE #: 404188 PROJECT #: 211.006.003 CLIENT REF: COST/QTY RATE AMOUNT AUTO RENTAL ------------ 5,085.62 ** Total Project 211.006.003 8,487.52 C&S Engineers, Inc. EXPENSE REPORT SUMMARY' DATE EMPLOYEE NAME :% (PRINT) C/1 -� ��t 1�1�+�� p'l� DEPARTMENT NAME: I `� Wu`� 12( lC \(1�1 PERIOD SHEET OF !- FROM : J -cC-i'iTO : �-)lf SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT, USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUIIi i EMPLOYF� 'j DATE (I SUPERVISOR DATE � PARTNER DATE ACCOUNTINO_- '`: r. DATE ! G CI, C• VOW d0 bbO n�J '9- I -I Sb < / J -)l V TOTAL PPD. OR CREDIT CARD EXPENSE TOTAL OUT OF POCKET EXPENSE i' I t ��� TOTAL EXPENSE ADVANCE 7TE ADVANCE ADVANCE BATE —BATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE- l - BALANCE DUE COMPANY DUE EMPLOYEE `�� Lt t'0 REMARKS - • - - ------- ---------- r ''ate 04/15/94 ime 04:21 ,COMFORT INNUSTIC SEAPORT We tH P58359-02 48 WHITEHALL AVE.Room# 256 MYSTIC, CT 06355 FAX: (203) 572-9358 Rate Code PH: (203) 572-8531 Group Room Type K Room Rate 44.0 Airive APR 03 94 20:24 Depart APR 15 94 To 7 �IHZ 951 464 843 Exp: 04/96 LESCTiption Refevance Rao"... chavges. WediQ; 70ON CHARGE 44. 01D 1' 17:UPANCY TAX 5.23 7= WRACT 4 4 . 0 01CUPANCY TAN 5.23% - 42CM CHARGE 44.00 0-1- iDANCY TAX 5.23 K004 CHORSE 44.W =UPANCY TAX 5.23' ROO! CHARGE ,.2:Z 023JRANCY TAX 5.28 PEON CHARGE 4 410:1' 11VOPAWY TAX 3.22, LAAAGE 1! P77Z CHARCE 4 4. 0 'D - �nnACY TO:.: E.Z'- 7 _70KWE CKAR271 Q= 457-030.-� 1. 71 44. 011 =vAkoy GUEST copy 1 AS 4 L 4 3 T" CHCS H iCE HOTEL -S Room Type K Room Rate 44, Arrive APIR 03 94 20:24 E -apart APR 15 94 00 CH'riRGE 44. C'C GCCUPPHCY TAX. 22 3 'A R D CH " GE (.7. u,DO;l r ICY TAX 28 YIDEC RENTAL Date 04/15/94 ie COMFORT INN 'MYSTIC -SEAPORT Acct# P50359 -02 Time -04:21 48 WHITEHALL AVE. RoomU 256' Page 2 MYSTIC,`' CT 06355 FAX: (203) 572-9358 Rate Code PH: (203) 572-8531 GrOLIP 1 AS 4 L 4 3 T" CHCS H iCE HOTEL -S Room Type K Room Rate 44, Arrive APIR 03 94 20:24 E -apart APR 15 94 00 CH'riRGE 44. C'C GCCUPPHCY TAX. 22 3 'A R D CH " GE (.7. u,DO;l r ICY TAX 28 YIDEC RENTAL VIDEO 1 4 1 7. T 5 P OCCUrANCY TAX TAX VIDEO RENTAL .5 9 G'-- 0CCUPAHCY TAX .51 . P Vi D E0 E 7 . 3C A V 1 0 9 5 E, .,. ". Z. , -- D i-; c� � GUEST CCPY Passenger Ticket and + USAir' e i r- p��g "USAir Baggage CheckPFrFTPI; (,J 1 qui 15.. lE0 81 JSA.R NOT SFERA�E SJBIECT TO UJNDITION.S OF CONTRACT FIgM COUPON TOUR COOS Mt1NE CODE FCI 88"08 03728 3118618CG 21800867Z1 1617 dblfF=ATO Off` 1 A194 PASSE LAGER NAME PNR CODE CARRIER FARE BASISRICKET DESONATOR =EHRMAN/GREGORY U3CZOP US ��O ID CARRIER FLIGHT CLASS DATE TIME STATUS WT YAfD BUM AW YADAFiEA VOID VOID VOID VOID 1� TO El I DORSE M EMTS/RESTR IC -IONS P JI4LS351464848-0496/x: /FC 150PR 80LUSSYR 2'336.3618 USSOL 236.36Y8 $472.72 EN XF3.00?DL3 r J S O 472.72 EQUIVALENT FARE PND US 47. 28 XF 3.00 02826214123 ,JSO 523.08 5: vrK CGh'fRGI NUMBER T%�Sl AUDW PCS YVT CPN 00" ENT NUMBER CK 0 037 2180086721 2 i USABoarding ir Pass 01oF 02 rFEHPR-MAN/GREGORY �Ix�M HARTFDRD/gp�.�ltiruu i SYRACUSE NY USAIR E E; a s DA US 1 S7 1 Y 1 SAPR530P I I � 12F II i FT/US16SS7 S4S 1 037 218008622-1' S 1 t " I I FT/US165578545 2180886721 2 - - - T -- - 1.^---- C"--i� Calocerinos&Spina °"'` EXPENSE REPORT Engineers, Inc. EMPLOYEE NAME: DEPARTMENT NAME: / PERIOD (PRINT) ���� �1• 1 �-( C�O�l`� (2.UL �i%>tj FROM: TO: SHEET. OF NATURE OF OF EXPENSE PROJECT NAME AND/OR BUSINESS PURPOSE ALLOCATION OF ACCOUNTING AMOUNT OF EXPFNSE DATE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER EXPENSE CLAIMED DEPT. ONLY i;116j: Ni5— "— CARD ITEM LOCATION PERSONS INVOLVED , BY NAME , COMPANY 8 TITLE) P.D. MISC. Co N f. f, ACCOUNT NO. TYPE PPD. OR CC. OUT OF ; OCw' PIfA3E a T, C- < `-1�' %cJNu. lCL1�1Ii�-LS�=---2i�:Z�4f u�' tc .- r (Lli-'i ,."-�ta_-J— r 04 - 0-1-59 04- t 5-9 a STANDARD FORM 231—A _�h.�`� (S�i � Jt'— 1. 4-� — --- C, L� � �� •— �i i ��s K CUy41, IOIAI IU 6r AGCO1114tE0 FOR 6�- i r�)L( r.c•,� PROJECT NUMBER DATE EXPEPdSE REPORT SUMMARY C&S Engineers, Inc.����, 4 (�� ITEM EMPLOYEE NAME : � '! ! � DEPARTMENT NAME: PERIODTO SHEET : �� OF FROM : (PRINT) T,,V U ,� CREDITPPD. OR AL CARD EXPENSE SUMMARY OF EXPENSES TO BE ALLOCATED ll -00U FOR ACCOUNTING DEPT. USE ONLY RECONCILIATION APPROVALS j PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT EMij OYES DATE +j SUPERVISOR DATE 1� PARTNER DATE f ACCOUtjtING/ �I1� DATE y :� GG J • -3`3-76- I / CREDITPPD. OR AL CARD EXPENSE ll -00U 3g ,\ So��y TOTAL OUT OF POCKET EXPENSE 6� 69 p TOTAL EXPENSE ADVANCE 'T)�H / ADVANCE ADVANCE i6�TE -BILTE TOTAL ADVANCE C, - LESS OUT OF POCKET EXPENSE DUE COMPANY BALANCE DUE EMPLOYEE �- �� b 1 C� REMARKS I f ,, ��,..�, ,. �.,��in i��.,. ,,ii��i. ,,•�n,.�vaiir,��,��irnri �r...�n��m.�, �.r it �•i.,„.ri �i�mv��rvna ��nn^rill-rpr ��i��..�i ni �oon•n�� �,��.�.�iii i•ri 'u., �1'.. 1, IT, i..i,.��.11 V .,i+i.,rtA..I„�,�.�ii ilrri�rvi�.rui.. ,.;.n nr i•. r. ,,�rii �ua, �ir�o..ir oi.., �„ami `mirr�m n-mv i����iuvi�.^�i RADISSON HOTEL NEW LOND01,4 35 GOVERNOR WINTHROP BLVD NEW LONDON, CT 06320 203.1-443-7000 203.1-443-7000 1 � I CERRETANI. L THE TRAVEL BUG Ii -I! OLD COVE ROAD L I `1EiRPOOL . NY ROOM k ARRIVAL 524 WAGE 1 DEPART 03/15/94 RESV.n 63/16/94 MOP 8572 vi 43560031:1106991 *WINTHROP'S GIFT CERTIFICATES AVAILAE 76. 5(,) 1 1 Y.. STOY ',,Il Ni i Guest S:gnaiwe F,m AJ. fO`is I t ju 11, WY JIM"IMI L LWR I ON, q �3. yuj f 0 iU 1,q I F h! L I y I I Cis U.01 J, 11114 111 jg? Iju t I H! ILMIJ L '7 t� 2 see below for Airline Form, Serial Number f.cno ca mac„ ARC PASS0GER COUPON k' , Tr OF "SUE � BOOKIII,oG REFERFhICE !I I j. E.- � � F, ISSUED �N ED�C�E FOR 21 Ll AFF.ERA-- A &',GE FA- C, --VIT OR:G— Issue COSS 3 77-'T:014231 6 DO NOT M. CR -E —ITE AREA ABOVE TOUR CODE ! � ft II ,(1•-.' . -, "! v2. 12 BRADLEY INT'L AIPPORT RENTAL RECORD: 55522W32 L CEWAN I COMPLETED BY: 6477 RENTED: BRADLEY INT'L AIRPORT RENTAL: 03/15/94 18:37 Q I ETLIRN: 83116/94 16:46 MILES IN: 17058 OUT: 16872 MILES DRIVEN: 186 PLAN IN/OUT,. MBR-- M — — CLS: F I DAYS @ 51.00 D I SCOW 1 OX 5.11- FLEL PURCHASE OPTION 19.x= TAXABLETOTAL TAX .06000 2, --- CT BARGE 1. 1' - NET OLE 39.0, FCIZ4 OF PAYMENT: .-A,4X C00 4': 371411607171006 ,FT# US 84246305 I Thank you for renting ircm I j Her t z, Approval C_—.e Type of De�ayvd C119 Ami of [)eLayed Chg. or Sid Number Revsed Total j:at, of Charge- E WRITE FIRMLY Y �cr,30.dl., AM/cr sewce pert n s C21d aad net be re id cf red Cents 9 �TraA Ual,d S-r*.ices C,., !rc- of fc( C aa f~s Cardmember Copy - 1�-V�lt r j =J Calocerinos &Spina ---_ _ ! ___ _ _- __-� L`-, I Engineers, Inc. ��������C���� �� ___-, UA i;E: EMPLOYE NAME: (PRINT) �YI�6' �r��i� )�I�' DEPA TMENT NAME: - �' C- (i��/ �J���D/� PCRIOD _-- 1 ----- fROFd: �,- `7 ;�C TO: ?> I b _ SHEET: -- -- --� OF - - - DATE NATURE OF EXPENSE PROJECT NAME AND/OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSOIFS INVOLVED , BY NAME , COMPANY A TITLE) _ —' EXPENSE P.D. --- ALLOCATION ---` MISC. OF CI.APIED I'fil5,l. ,� CONI. 6 PIIAS�E— ACCOUNIUI(A DEPT. ONLY AI90UFIT OF r-)tPF11S[-: ITEM LOCATION - ACCOUNT NO. --T CARD TYPE �PI'D . I)R CC. ' - ---' OUT OF Piz(7%1 i— i i I �, 3--IS-`l�' LOAIiINb •�A15S��� S T s -�s�- - - � _bC,grlo �<r�J �-2j � (Z-'-5�' �.�✓,�t-✓ a -fes L �rJ _ 16 -94 SHF � � — ----- -- --------- - ------ — c. ------ -- 3 -Ito -��t --- ----- ----- — 3 - i S s►�1 M�fiLS SrG�� L ots- - ------------- S ' 3 -1e -'i I IV )OJ 4 T A V O ARD FORM 231-A I tlf 1.L o tl;' ni COII1�l1 O 61{11 F ESTABLISHMENT NAME t � yrs 6 Y � ° STEAK LOFT #1 l ilk :Fr MYST I C CT — —�� J— 2.16.100764700000 X11 DATE APPROVAL COCE r MAR 19, 94 20 Cr'LL;i# CUSTOMER NAME Cf 'AIT 6.34 LJ CERRETANI A TAX F 0,32 371411607171006 I0415--j ��.�a TRANSACTION TYPE rrrii��[ y3•2$ _ e SHLE ? RECORD OF CHARGE TERMINAL .0 t7j / n7i '44790164ff�J1b ,� lj 0`7t. -?yr- QJ'✓�79 ! DESCRI PTION OF PURCHASES; SERVICES pili='Cr �;taC:� E�EL:IE�°r�� 3 E HMO►_.rIT TTr AMOUNT t a� CUSTQILI�R HERE GN . e i^ firtKKint�ct /Y i;,;y srCWn nerepn .'.rp �'r--5�:� �.,,•:rm the .� � 1 c�tcru s^rt:nn in ;re C.:nhctd:is agree�e: ; vrn tre ssr=r &':5 PRINTED IN USA --_._ f ,.ssc rte, nomwurs.a ora 518E-DTMcDcr,mxNTM �nr7) ;~• mT1 lXW CON.IUNOTKX, nOY.ET(5) A I ' See below for Amine I Form, Serial Number V " EKMr.ESM ^,CAR2 4 ARC I PASSENGER COUPON ORM-JwOESil,urtON ': ! ; ?- ( S ? '(r�.' _ ?. t : t !! ., = DATE CF ISSUE B00K'd43 REFERFl1Ce it -• r S:t, rx�r rR,..vsF �e� - "��ED %R m excHAHc� roR _�J�U'+J� . ",us ..UTAT%OH P. .rt UYIiQr^,J ;s :}A]EOFJ Itis i.'tii-: _ I = i T/.At ' i �. WA (iF PAYMENT. , 1 t r I 1 . _ TOUR COOS -- •. l.r 5•� � 0--�\ i -C�� [ic F �: A �. Al L i t;N 7746614391_ 5 OW(JNK IS�,U[ - - NOD171% HETEL NEW LOMON ROOM a 529 PAGE I if EQUERNOR WIN THRM BLVD ARRIVAL 03/23/94 NEA LONDON. CT 06320 DEPART 03/R9/94 RESV.# 943-�} MOP A X 371411607171006 *WINTHROP'S GIFT CERTIFICATES AVAIL 79.00 1 1 PL50 EEFFETA41. LAURENGE Rates Do Not Include Applicable Sales Occupancy or Other Taxes ,A—,E DESCRIPTION REFERENCE CHARGE CREW BALANCE Mon G"�RE! 5 a 7? 7 RGIA T?z 5 A 77' amourz due'. L2,is Engineers, Inc. EXPENSE REPORT EMPLOYEE NAME:DEP n )PRINT) (i% 1 (�' TMENT NAME: ' L )d PERIOD SHEET; Z OF 7 -- - _ FROM: TO: DATE —+ NATURE OF EXPENSCALLOCATION PROJECT NAME AND/OR BUSINESS PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUUINO OTIIEn PERSONS INVOLVED , BY NAME , COMPANY A TITLE) OF EXPENSE CLAIMED ACCOUNTING DEPT. ONLY AMOUNT OF EXPENSE ITEM LOCATION P.D. MISC. CU11r T k� ' PIIASt ACCOUNT NO. TYPE CARD PPO. OR CC. OUT OF POCKET s 2C, G,y yy► � fiL lk,_J' " .rx- L.%Rlo - tl l i)q 1 ,u�l � iy0 2-11 (� oto > _{ c-0 - --��-cC —I– iZIW 'j�2�� f IZ' � ��Jvl�1,,�`3t_:� �.�n', rJ�. Loan�� cs - M Ccs,� ; — 3- W5y -Liy 14S ✓ -4 �t ,-�C- CT.ANDARD F01114 2311-A a Engineers, Inc. EXPENSE REPORT SUMMARY DATE o /I EMPLOYEE NAME ; ,� _/]j� ,��, 1 7� ` (PRINT) ���F•/ 1L, � 1 fir--J`*�f•�L.j DEPARTMENT NAME: a.> �0IJV-U(zl L., PERIOD SHEET :�_ OF �Y FROM : �7 ,�• ' • TO : (�•�-f;>- ;' 7 SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT. USE ONLY RECONCILIATION ' APPROVALS PROJECT NUMBER CONTRACT Pe -ASE TOTAL AMOUNT PCR/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT i EMPLOYE DATE �1 SUPERVISOR DATE PARTNER ---- DATE 5 ACCOUNTING — DATE r_ I) • O46 Q //�� L7�''ll �/ l �-) `� r) �� `' CREDIT TOTAL PPO. OR CARD EXPENSE r.---, �- _�_-,_ TOTAL OUT OF POCKET EXPENSE TOTAL EXPENSE - r �� b J ADVANCE ZTE _ - ADVANCE - �6ZTE — ADVANCE UATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE -- --. _ BALANCE — - DUE COMPANY - - j -/* - -- - -- — --- ------- nilE F94PLOYEE - REMARKS r L - ---_— ^ r' J yl -2e. 111 1 ti 1 U Passenger Ticket and T T 'r Boarding <J SM1 Baggage Check v SAi Pass RECEIPT` OF SBUEDBVUSAN ROTTOFCONFIACT T, ; 00-428-4322 SUBJECT TO COnOfT1OM5 OF CONTRACT FL1GM COUPON TOUR CARE AIRLINE CAGE FCI MAM 000,00 03720 FEHRMAN/GREGORY m 300610CG 217946S38S 1540 fff-"NTO fJ%' i"4494 'EP I::.uE R CCOC CARRIER ,ARE EA.S:SR:C1Ff Cc GNATOfl i - �EHRMAN/GREGORY ZLSY25 US KG N, -- = ""u "R:ER FL,G� -LASS DATE nfAE STATUS WT VAL086SE NGTVk0*TL; VOID VOID VOID VOID VOID U8 260.(30 TO zJ °UI422SSS14G484S-9 CARRIER %635i»64848-048S/08745S: /F6 3t P. S`PLISBBL 236.36Y8 $236.36 B0 CODE F'JGM CLASS DATE IA.IE VOID VOID voil, J G U 2 3 S. 3 6 EOUWALE1R FARE PAID ALLOW PG M a-= US 2 3. 6 4�+ ACU AEw NUMBER CK 02826008382 0 037 2179465385 0 217946S38S 0 JSa 260.00 LT:,CX C`;IITT:CL NUMBER T% I HOTE r . r, _71 M 94 0 11 A� SAIR - Al gw' P- 7f`'4 0', HARTFORD S PR j`4 6 F 9 R T F 0 IR, f 1 SF RNGFL T! A CAP%':-,' I J NTER 2 It R:.�`A LI T 0 tj Ar r'ICK UP -9A - ------ ... c 0 R P III -38096 M 94 0 11 A� SAIR - 4­ P- 7f`'4 0', HARTFORD S PR j`4 6 F 839A TOF NON S, R T F 0 IR, f 1 SF RNGFL T! A CAP%':-,' I J NTER 2 It R:.�`A LI T 0 tj Ar r'ICK UP -9A - ------ ... c 0 R P III -38096 R F T U RN - 0 1 A F' R 5F CONFIRMATION NUMBER' 8 2 4 8 C E rls,-?. RFI'! rtioOF, INNS, ::��OLIT-OIAPR . REll ROOF -INNI'l-45 _4,:NIGHTS ROO m STri!,­'f.-'.'DOIJBL.E BF -D A 7-07 COMA L N :RATF-29.99USD PEW NTG.HT 3"JrEw LONDON CT 06320 FONF 203-444-r of 'AY OF D GUARANTEED LATE APRIVAI CONFIRMATION 145AA9-4087' FRIDAY - L'L9,4 f' A T R, Fs, 87l1 C'QACH LV HARTFORD SPRNGrLD OP_ E14P 737-300 1, SYRA I." US7 74 66 14 „b4 FEHR`ilAN,.GRlz_GORY BUG APPREC I AT -S , YOUR I NESS, F I B L I G T 0'L I F R E F . N U H P. E I u- 1-800-926'87.4,' Red Roof Inns, Inc. 4355 DAVIDSON ROAD HILLIARD, OHIO 43026-2491 I For reservations nationwide: 1.800 -THE -ROOF RRI 145 New London, 04/01/94 (1-800-843-7663) 707 Colman Street ® New London, CT 06320 (203)444-0001 GREGORY FEHRMAN 0 Arrival 03/28/94 Reg 4 27125 Conf ## 145AA94087 Departure 04/01/94 Room 110 Person(s) 1 r: n I n P4r2P Pane 03/28 I Room Charges 11029.99 73.60 03/28 State Tax—R® 03/29 Room Charges 29.99 03/29 State Tax—Rm 3.60 03/30 Room Charges 29.99 03/--0 Stat: Tax—Ra 3.60 03/31 Room Charges 29.99 03/31 State Tax—Re 3.60 04/01 j Visa —)4226951464848 04/96 i Total 134.36 Balance 1G4.36 144.36 10.00 3 v2.12 ERADLEY INT'L AIRPORT RENTAL RECORD: 555249310 GREGORY FtHRMAN C0 rLET�`� Bv: 6477 TENTED: BRADLEY INT'L AIRPORT CENTAL: 03128194 08:48 RETURN: 04101/94 15:27 M!LES IN: 02764 OUT: 02405 MILES DRIVEN: 359 PLAN INIOUT: HER /MSR CLS: F 5 Dr,YS 9 51.00 255.00 D I SCCU IT 10°: 25.50 TkX;SLE TOTAL 229.50 TAX .06000 13.77 CT SiiRG' OGE 5.00 NET OLE 248.27 FORM OF PAYMENT: VISA CARD °: 4226951464848 Thank you for renting f c:n Hertz , FENTk,, 03/28/94 08:40 WADLEY INT'L AIIY, MT 017'4'011 t1l RT 01/6 D;, • 04/01/94 17:100 BRADLEY INT'L AIRPORT r 0172011 r ;gift FEHNiIAti CDP: 88096 EX 1i S 5 i 1�. GO EJA 01720/6504273 CLS:F EX DAYS 1 94 SABLE GS ABS HIS CT 424MZ FUEL:8/8 TK CRP: 16.0 MI OUT: 2405 E LDW DECLINED ,• MILEAGE CHG S r LIS DIELL I NED t PAI,PEC DECLINED „� 7 s BY INITIALS YOU ACCEPT OR DECLINE l/ OISC"T 10% OPT I C14PL SUV I CES AS SHM, A8WE �����rT per �p�T IN � Oi.,`12HRA 81 L I TY K, D!WTO THE I TAX .06000 FUEL a STY (TX) .137 MIs 2.746L C R _ �d H o PL,,E THE LOSS Di AMA.GE FOIA I UER YOJ MAY WISH T 0 TERM [ � 1Yt� T x YOWN t!E H I L.tE I NSURANi:E AFFORDS YOU RPGE FOR COLL 1 S I ON OAttAGE TO THE RENTAL INTER CITY UGtD'Fk DEPOSIT (TX)s t � c+ E, VEHICLE, FIRE AND THEFT DPIKE R"10 PEl?SO►iAI INJURY i NCU?PED 4)H If F USING THE M I sc i iiHlC!.E AND THE Ata1T OF THE DEDUCTIELE UNDER Y� OWN INSURANCE CDUERAGE. I Fu -,ASE OF THIS LOSSDAWLiE WAIA-k I`a I`CT rA C,ATORY AND rlAY BE WAIVED THE CT SURC1 (NT)i 1.0r, FE;; DAt J �r++r f+ATE FLa2 TFt- LUST DAMX4i WAI';ER (Liv.) ;S S 4741.35. BY SIENINGr THIS, i ixcli:!'EST Y(I<i k:REE P.N) 9SPERSTAND TlE M^31M ALL TERMS CONDITIONS AND Yow _4,i) y "jui0,.Ti0'tiS 5� �m CoN, Tr;l:, FG. DEL1�3cfcf.D TO Y66 WITH THIS RENTAL y' [mss Pate 6(: U'S; 42''f, 5j4t,454a<�: c s2 c ,.. !P3F.PAKG z 6E032% .LR : C BY: 2 v2.12 ERADLEY INT'L AIRPORT RENTAL RECORD: 555249310 GREGORY FtHRMAN C0 rLET�`� Bv: 6477 TENTED: BRADLEY INT'L AIRPORT CENTAL: 03128194 08:48 RETURN: 04101/94 15:27 M!LES IN: 02764 OUT: 02405 MILES DRIVEN: 359 PLAN INIOUT: HER /MSR CLS: F 5 Dr,YS 9 51.00 255.00 D I SCCU IT 10°: 25.50 TkX;SLE TOTAL 229.50 TAX .06000 13.77 CT SiiRG' OGE 5.00 NET OLE 248.27 FORM OF PAYMENT: VISA CARD °: 4226951464848 Thank you for renting f c:n Hertz FISHERS ISLAND AIRPORT - ELIZABETH FIELD 06/07/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 ----------------------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $489,568.14 $489,568.14 80.00 ------------------------------------------------------------------------ ------------------------------------------------------------------------ RETAINAGE TO DATE: $25,766.74 $25,766.74 SUBTOTAL: 3515,334.88 x515,334.88 "ION - DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING 05/25/94 $489,568.14 $489,568.14 $0.00 VO{ECT: ELIZABETH FIELD - FISHERS ISLAND AIRPORT 11 RUNWAY 7-25 & 12-30 OVERLAY FAA-AIP NO. 3-36-0029-08-93 N.Y.S.D.O.T. NO. 0913.08 TO THE TOWN OF SOUTHOLD: FILE: 211.006 DATE: 5/25/94 j ESTIMATE NO 1 ! { �- Pursuant to the terms of the Contract, dated September 7, 1993, by and between the Town of Southold and Bourgeois & Shaw, Inc., contractor for the construction of the Eliabeth Field -Fisher's Island Airport Runway 7-25 & 12-30 Overlay (FAA-AIP No. 3-36-0029-08-93, NYSDOT No. 0913.08), we hereby submit the First Estimate, for work completed through April 29, 1994: ITEM NO. I DESCRIPTION ORIGINAL I QUANTITY UNIT UNIT PRICE QUANTITY TO DATE TOTAL$ TO DATE Alternate No. 1 P-152 1. Common Excavation 100.00% L.S. $55,000.00 95.00% $52,250.00 P-158 2. Cold Milling Existing Pavement 17500.00 s.y. $2.00 3903.32 $7,806.641 P-400 3. Preparation o (Existing Pavement Type 1 7000.00 s.y. $2.50 1460.00 $3,650.00 P-400 4. Preparation of Existing Pavement, Type II 100.00% L.S. $95,000.00 95.00% $90,250.0011 P-409 5. Bituminous Concrete - Type 6F, Top 7060.00 tons $65.00 1227.52 $79,788.801 P-409 6. True and Level Course 5190.00 tons $65.00 1465.56 $95,261.401, P-502 7. Full Depth PCC Pavement Repair 285.00 s.y. $100.00 0.00 $0.001 P-503 8. Joint Resealing (PCC) 10350.00 I.f. $1.50 7340.00 $11,010.00' P-503 9. Crack Sealing 2205.00 I.f. $5.00 1371.00 $6,855.00! P-603 10. Bituminous Tack Coat 3785.00 gals $4.00 615.51 $2,462.04 P-612 11. Field Office 100.00% L.S. $5,000.00 38.00% $1,900.001 P-620 12. Runway & Taxiway Painting 32930.00 s.f. $0.75 0.00 $0.00 P-625 13. Sand Slurry Coal -Tar Pitch Emulsion Sealcoat 24780.00 s.y. $1.27 0.00 $0.001 T-90614. Beachgrass 3400.00 s.y. $5.10 0.00 $0.001 D-710 15. Stablization Fabric 3675.00 s.f. $2.00 2700.001 $5,400.001 D-712 16. Rip -Rap Berm 280.00 I.f. $35.00 270.00 $9,450.001 L-108 17. Cable Trenching for the Installation of Underground Cable 790.00 I.f. $5.00 702.00 $3,510.001 L-108 18. No. 8 AWG, 600V, Type C Single Conductor Unerground Cable Installed in Trench/Duct 3465.00 I.f. $3.00 _ 3192.00 $9,576.001 L-108 19. No. 8 AWG, 5KV, Type C Single Conductor Unerground Cable Installed in Trench/Duct 410.00 I.f. $3.00 290.00 $870.00 L-108 20. No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods I and Exothermic Connections 790.00 I.f. $3.00 790.00 $2,370.001, L-110 21. 12 -inch Diameter Rigid Steel Conduit 360.00 I.f. $15.00 339.00 $5,085.0011 L-125 22. Guidance Sign, 4 Characters, Base Mounted, in place 4.00 each $6,000.00 4.00 $24,000.001 L-125 23. Modification of Existing Runway Threshold 1 I Lights 16.00 each $600.00 0.00 $0.001 M-100 24.1 Maintenance & Protection of Traffic , 100.00% L.S. $55,000.00 38.00% $20,900.00; M-150 25.1Project Survey & Stakeout 100.00%i L.S. $113,000.00 38.00% I $42,940.00 M-200 26. Mobilization 100.00% L.S. $40,000.00 100.00% $40,000.00' i STATEMENT OF DAYS CHARGED 50 TOTAL CONTRACT DAYS 19 LESS DAYS CHARGED 31 TOTAL DAYS REMAINING BOURGEOIS & SHAW, INC. BY: TITLE:G L/ DATE: u P �1 (=i CL Total Amount of Work Done to Date -------- $515,334.88 Less 5% Retained ----------------- $25,765.74 Amount Recommended for Payment, $489,568.14 Previous Estimates--------------- $0.00 AMOUNT DUE CONTRACTOR, ESTIMATE #1 --- $489,568.14 C&S ENGINEERS, INC. 1 Harold W. Wagner, Jr Division Manager T p FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT NO. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT NO. 0913.08 SUMMARY OF STATE ELIGIBLE PROJECT COSTS PROGRAM NO. 1 --------------------------------------------- 06/07/94 211.006.003 ESTIMATED TOTAL COST ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE FEDERAL ELIGIBLE STATE ELIGIBLE STATE ELIGIBLE PARTICIPATING a. EQUIPMENT ...................................... $0.00 $0.00 $0.00 $0.00 b. LAND ........................................... $0.00 $0.00 $0.00 $0.00 c. CONSTRUCTION ................................... $1,429,543.10 $1,429,543.10 $489,568.14 $0.00 d. ENGINEERING .................................... $130,910.00 $111,085.00 $46,795.22 $0.00 e. OTHER .......................................... $2,000.00 $2,000.00 $0.00 $0.00 f. ADMINISTRATION ................................. $3,000.00 $3,000.00 $0.00 $0.00 --------------------------------------------------------------------------------------------------------------------------------------- TOTAL STATE COSTS $1,565,453.10 $1,545,628.10 $536,363.36 $0.00 WORK PERFORMED TO: 05/25/94 ■II FISHERS ISLAND AIRPORT - ELIZABETH FIELD 06/07/94 RUNVAY 7-25 & 12-30 OVERLAY (Construction) -------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 ------------------------------------- Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $53,506.25 846,795.22 80.00 RETAINAGE TO DATE: $2,829.28 SUBTOTAL: 856,335.53 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING 11/24/93 $5,358.68 $4,734.61 $0.00 01/21/94 $576.39 8475.41 80.00 02/17/94 $934.95 $803.39 80.00 03/14/94 $742.23 $637.79 $0.00 04/14/94 $7,614.34 $6,581.80 $0.00 04/28/94 814,702.73 $12,953.23 $0.00 05/25/94 823,576.93 $20,608.99 $0.00 81F .... LIVERPOOL ................................ MY .,.. NOVEMBER 24'....1D.. 93 TOWN OF SOU HOLD, COUNTY OF SUFFOLK, N. Y., Are 1A.. CSS, ENGINEERS. ...............................................Claimanlh, Address ... 102.0.,SEVENTH NORTH. STREET...._, ... Fed. I. D. No. .13-5318940 or Soc. Security No. ...................... The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated NOVEMBER ... 2 9 2 4 , 9 3 �i :....�� / G .. ............ ..g....at...u..r................................. Sine -FILE# 211.006 CONTRACT NO. 003 INVOICE# 311175 1 � RE: RUNWAY 7-25 F 12-30 OVERLAY INSPECTION SERVICES 0 282. 4 IN ACCORDANCE WITH ENGINEERING AGREEMENT DATED SEPTEMBER 8, 1993 FOR SERVICES PERFORM --.D THR UGH �OVEMBER111.19 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated NOVEMBER ... 2 9 2 4 , 9 3 �i :....�� / G .. ............ ..g....at...u..r................................. Sine TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KHAUFF FISHER ISLAND AIRPORT R/W 7-25 & 12-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 09/24/93 THROUGH 11/05/93 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL G&A % .00 OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 15% TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315)457-9803 INV. DATE: 11/24/93 INVOICE #: 311175 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 THIS INVOICE 1,135.70 1,646.77 -------------- 2,782.47 .00 -------------- 2,782.47.00 2,122.50 _ -------------- 4,904.97 735.75-------------- 5,640.72 282.04 �� f ��• -------------- 5,358.68 a Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 11/24/93 TOWN OF SOUTHOLD INVOICE #: 311175 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: S A L A R Y & E X P E N S E D E T A I L SALARIES BASED ON MULTIPLIER HOURS RATE PREM AMOUNT PROJECT ENGINEER CLARK, BRUCE 6.00 22.7000 136.20 ASSISTANT ENGINEER CALOCERINOS, STEVEN 1.00 13.0000 13.00 SAWMILLER, JOSEPH A. 19.00 14.9000 283.10 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 18.00 26.4000 475.20 SR.INSPECTOR WILDS, KAREN D. 8.00 15.5000 124.00 GRANTS ADMINISTRATOR FARLEY, SHEILA M. 2.00 17.4000 34.80 TECHNICAL TYPIST CAILLIAU, JULIE M. 4.00 9.7000 38.80 BAXTER, CYNTHIA A. 3.00 10.2000 30.60 61.00 1,135.70 OTHER EXPENSES COST/QTY RATE AMOUNT TRAVEL & SUBSISTENCE CLARK, BRUCE 2,112.00 1.0000 2,112.00 POSTAGE & SHIPPING UNITED PARCEL SERVICE 10.50 1.0000 10.50 1 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-5199 (315)457-6711 Fax (315)457-9803 INV. DATE: 11/24/93 INVOICE #: 311175 PROJECT #: 211.006.003 CLIENT REF: ** Totall Project 211.006.003 3,258.20 .—t I -- V I V DATE Cw - " S Engineers, Inc. 3 EXPENSE REPORT SUMMARY �o /�z�/ EMPLOYEE NAME : EMPLOYEE NAME : —1-6�2 (PRINT) 2 to DEPARTMENT NAME: _ 1 1110 P RIOD I SHEET OF FROM : TO s SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING _DEPT. USE ONLY RECONCILIATION APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER ITEM AMOUNT E PLOVEE 0 TE 11-/iv'3vTt/T lc 2� SUPERVISOR DATE PARTNER DATE AC OU! NO (d as 3 ATE a &; rAL ail, Qbb IT 0 J,3 �/�'� pW � N a013Sal 0 PPO. ON CREDIT T CARD EXPENSE r,, R Is-, 00(o O �(+� 1*0 3 n Al TOTAL OUT OF POCKET EXPENSE. TOTAL EXPENSE 60 ADVANCE DATE ADVANCE ADVANCE DATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE BALANCE DU! COMPANY DUE EMPLOYEE �- . •-- - � is -rct' REMARKS GRAND TOTAL b Ll 5 Notions8ank of Delaware, N.A. P.O. Box 7027 Dover, 19903-7027 NATIONSBANK OF DELAWARE, N.A. P.O. BOX 15126 WILMINGTON, DE 19850-5126 IEEETIE,IIEIIEE1JEJ061LIEJffIEEEIIEEI.Ir11111111EIf,EI,EIEII P886337 BRUCE W CLARK 4907 LOOK KINNEY CIR LIVERPOOL NY 13088-41.24 0680-0680 VIV CUNT NUMR 4356-0241-0254FR -411 CLOSING GATE �4yA1 NT �L1E i.+TE __ OCT 16,1993 NOV 10,199 mol` AMOUNT DUE dtE ��.' PAYMENT E'N s .00 NEW BALANCE + 2,372.00 AMOUNT ENCLOSED REMIT IN U.S. FUNDS 4356024102544113 0000000 0237200 JO DETACH HERE TO ASSURE PROPER CREorr PLEASE WRITE YOUR ACCOUNT NUMBER ON YOUR CHECK AND RETURN UPPER PORTION WITH REMrrTANCE 09-17!SOUTH SEAS PLANTATION CAPTIVA FL 09-161240604432591007374900817011 :$ 260.00 10-06l11PAYMENT RECEIVED - THANK YOU 110-06i74356043279851611068706- 1,351.07'. 10-111SAIR DIV EMPIRE AERO SYRACUSE NY 10-07 2432100328152334355042959991 2,112.00 YOUR MINIMUM PAYMENT IS PRE -PAID. NO MINIMUM RAYMENT IS DUE THIS MONTH. FINANCE CHARGES WILL CONTINUE TO ACCRUE ON YOUR AVERAGE DAILY BALANCE. E FECTIVE 10101193, THE MONTHLY AND ANNUAL MILEAGEICAPS AND RESTRICTIONS HAVE BEEN LIFTED. MILEAGE MAY BE ACCUMULATED FOR PERSONAL USE AND BUSINESS TRAVEL AND ENTERTAINMENT. ***CONGRATULATIONS! BECAUSE OF YOUR EXCELLEN� ACCOUNT STATUS, WE'RE OLEAS6D TO EXTEND YOUR CREDITILINE TO 8,400.00.*** i l 0Is 1.351.071f 2.372,00 4356024102544113 ►mos - nos nM mgm -to, u.1 : `.Ar a SCAM ADVANCES . I �. 8,400 cr«a• 30p,,— FEE 0 0 .A1000 S VARIABLE AVMAAE GMW U11316WE ,cREats - s %t %4 sOCT MrMENq - Ch511 AOWYNfEf "'Med OUE .un IrI� aUA! .00 PEFN f 00 x. tiE ME m 5 .00 .00 ,SEE RErFAIE 1 PAY DAT NT DUE E 2.372 I 060399075& 001 NOM 10,1993"---m - K 2,372-00 USAr F mom hnrM,r Gms M,M 4w tlrA Bgn18 MAN owned /Waugh we one at Your USAr7Ntl4rrBArd, Vit Cmoi For moM SI 00 in not W1YImomo vou morn we BMW Aft. Mdr USAir FrgMnl Trn w BOMA EMM mon w killed Or PuMMM aqb 0480mo4 YOW BO AA MW w on sno n1 an vow nmol USAir Fnalmon Tmo r PwePmow ElAlllrrOx. NOTICE: SEE REVERSE SIDE FOR IMPORTANT INFORMATION 24 HOUR CUSTOMER SEWME W~ US 1.800.732.8194 +ar • aware n REPORTING LOST OR STOLEN CARDSO.UMM US 1.302.878-0887 PO floe 70:9 Omm DIE 159034029 A'02 (nhnnrin�c� Q- Cr,1n7 I DATE: l Ivulvl/t+l 11 ILl�J %-A Vr✓II ILA EXPENSE HLP(JH �-� ' Engineers, P.C. --16- l�_ f -f3_ EMPLOYEE NAME: IPRIIIf) . ,-I,, DEPARTMENT NAME: PERIOD 8"EETIOF _ ____ FROM: TO: - DATE NATURE OF EXPENSE PROJECT NAME ANO/OR 8U9INES8 PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED , BY NAME , COMPANY i TITLE) ALLOCATidm OF EXPENSE CLAIMED ACCbUNflNG DEPT. ONLY AMOUNT OF EXPENSE ITEM LOCATION P.D. MISC. COAfi. A - ACCOUNT NO. CARD TYPE PPD. OR CC. OUT OF POC, 18 = � C w�- ,o 2Il 3Io (p60 sa � �- STANDARD iDNM 231-A TOTAL TO BE ACCOUNTED FOR � ��TVifflr:.T UNITED PARCEL SERVICE Date: -7- OCT - 93 Shipper No. X11289 Employee Sender: ZAS To: From: Calocerinos & Spina ]Vir.-ban 6rnez Engineers, P.C. FSA - NYADO 1020 Seventh North Street ` Xlo- Ave. Liverpool, NY 13088 Project Number Reference Pickup Record No. Tracking No. J Zil.00u.003,;t+ Type of Service I�tirXT DAi Irs. dam' 7 9 9 �' No. Pkgs / Weight 2,27 Charges Due n �- 1 JANUARY 21 ...............:.............:.....................I N. Y., .................... I ...... ifl94.. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. T0. CFS ENGINEER ............................................Claimant .......................ENG EER Address.., 1020 .. SEVENTH NORTH STREET ............................................................... LIVERPOOL, NEW YORK 13088 Fed. I. D. No. .1.3-..5.3.1.8.9.4 0 or Soc. Security No. ..................... The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. DatedJANUARY 21 i ................ 19...94.... i 6Wt ............ ..l...Y......................................... :........................ Signature TILE#211.006 CONT#003 ' INVOICE#401141 RE: RUNWAY 7-2S & 12-S0 OVERTAY INSPECTION SERVICES , —.8691 88 LESS: 5% RET INAGE - 43 49 IN ACCORDANCE WITH ENGINEERING AGREEMENT DATID 826..39 SEPTEMBER 8, 1093 FOR SERVICES PERFORMED FRO 11/S/)3 TBRU 1/14 94 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. DatedJANUARY 21 i ................ 19...94.... i 6Wt ............ ..l...Y......................................... :........................ Signature CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 TOWN OF SOUTHOLD INV. DATE: 01/21/94 TOWN OF SOUTHOLD INVOICE #: 401141 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF FISHER'S ISLAND AIRPORT EST. COST: 115,697.00 R/W 7-25 & 12-30 OVERLAY FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL : 130,910.00 FOR PROFESSIONAL SERVICES RENDERED M4 FROM 11/06/93 THROUGH 01/14/94 J ANALYSIS OF COST THIS INVOICE DIRECT SALARIES 206.70u 70 OVERHEAD % 145.00 299.72- `J TOTAL REGULAR LABOR EXPENSE 506.42 PREMIUM LABOR COST .00 -------------- TOTAL DIRECT PERSONNEL 506.42 OTHER DIRECT CHARGES 250.00 -------------- TOTAL COSTS 756.42 - FIXEn ru 1;-1 113.46 -------------- TOTAL THIS INVOICE 869.88 LESS 5% RETAINAGE 43.49 -------------- AMOUNT DUE THIS INVOICE 826.39 5 �� TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER INV. DATE: 01/21/94 INVOICE #: 401141 PROJECT #: 211.006.003 CLIENT REF: PREM AMOUNT 39.00 149.00 7.20 6.40 5.10 206.70 RATE AMOUNT 1.0000 250.00 ------------ 250.00 ** Total Project 211.006.003 456.70 HOURS RATE ASSISTANT ENGINEER CALOCERINOS, STEVEN 3.00 13.0000 SAWMILLER, JOSEPH A. 10.00 14.9000 ASSISTANT AIRPORT PLANNER FREDA, SARA S. .50 14.4000 TECHNICAL TYPIST HOWELL, LINDA B. .50 12.8000 BAXTER, CYNTHIA A. .50 10.2000 14.50 OTHER EXPENSES COST/QTY MISCELLANEOUS OTHER DIRECT EXPENSE Alexander & Alexander Inc. 250.00 PREM AMOUNT 39.00 149.00 7.20 6.40 5.10 206.70 RATE AMOUNT 1.0000 250.00 ------------ 250.00 ** Total Project 211.006.003 456.70 .DER & ALEXANDER OF NEW YORK INC. • Jer P.O. BOX 4453 .ander CHURCH STREET STATION NEW YORK 14Y 10261-4453 TELEPHONE: 315-424-8088 To IC & S ENGINEERS. INC. 1020 SEVENTH NORTH ST. LIVERPOOL NY 13088 ACCOUNT NUMBER 2F 19763 INVOICE NUMBER 536845 INVOICE DATE 11 ; 9 ; 93 TERMS: PAYMENT IS DUE UPON RECEIPT OF INVOICE POLICY NUMBER DESCRIPTION PREMIUM ? 6078.1 HARTFORD FIRE INS CO 250.00 OWNERS PROTECTIVE LIABILITY EFFECTIVE 10-25-93 EXPIRES 10-25-94 TOWN OF SOUTHOLD TOTAL 250.00 I. o%.od3 i YOM ale ka-3 co LIVERPOOL FEBRUARY 17 94 ....................................... N. Y., ............................ 10..... . 13088 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. To......gas..,FtNG.INEERs....INC:............................................ Claim"t Address.....1020 . .. SEVENTH . . .. NORTH . .. STREET ................................................................. . Fed. !. D. No. 13-53189140 ................................... or Soc. Security No. ....................... The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated ...................119.9.4 ....... •• o y............• • ............................... .. ..............• Signature -FILE#211.006 CONTRACT NO. 003 INVOICE#402151 i RE: RUNWAY 7-25 & 12-30 OVERLAP.', INSPECTION SERVI ES IN ACCORDANCE WITH ENGINEERING AGREEMENT DA ED SEPTEMBER 8 1993 FOR ENGINEERING SERVICES ERFOR ED $ 984 16 FROM JANUARY 15, 1994 THROUGH FEBRUARY 4, 1 94. 49 21 $ 934195 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated ...................119.9.4 ....... •• o y............• • ............................... .. ..............• Signature cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 TOWN OF SOUTHOLD INV. DATE: 02/17/94 TOWN OF SOUTHOLD INVOICE #: 402151 FISHERS ISLAND.FERRY DISTRICT PROJECT #: 211.006.003 WUl Ur SIAIL. SIKLLI NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT EST. COST: 115,697.00 R/W 7-25 & 12-30 OVERLAY FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL : 130,910.00. FOR PROFESSIONAL SERVICES RENDERED �I 5 FROM 01/15/94 THROUGH 02/04/94 �v ANALYSIS OF COST THIS INVOICE,�1��t�. DIRECT SALARIES % 145.00 349.30 OVERHEAD 506.49 TOTAL REGULAR LABOR EXPENSE -------------- 855.79 PREMIUM LABOR COST .00 TOTAL DIRECT PERSONNEL -------------- 855.79 G&A % .00 .00 OTHER DIRECT CHARGES .00 TOTAL COSTS -------------- 855.79 FTXED FEE 15% 128.37 16 TOTAL THIS INVOICE -------------- 984.16' LESS 5% RETAINAGE 49.21-------------- �'�' AMOUNT DUE THIS INVOICE 934.95 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT ruUl Ur )IAIL JIKLLI NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER Ir Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 02/17/94 INVOICE #: 402151 PROJECT #: 211.006.003 CLIENT REF: -------- ---------- ---------- 22.50 349.30 ** Total Project 211.006.003 349.30 HOURS RATE PREM AMOUNT ASSISTANT ENGINEER CALOCERINOS, STEVEN 5.00 13.0000 65.00 SAWMILLER, JOSEPH A. 14.00 14.9000 208.60 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 2.00 26.4000 52.80 GRANTS ADMINISTRATOR FARLEY, SHEILA M. 1.00 17.8000 17.80 TECHNICAL TYPIST BAXTER, CYNTHIA A. .50 10.2000 5.10 -------- ---------- ---------- 22.50 349.30 ** Total Project 211.006.003 349.30 i LIVERPOOL . ................................................... Y. N. .... ,. ....RCH ..4.......Ifl. 94 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. C S ENGINEERS INC. To........ �......................................................................Claimant �,rr ': n � T4. } ', .".y£k - - `��.e k�.-'t"�i'r. -r�:x #.iT•��`stJ'i , -:.r'" H NORTH STREET Address..... 1.o z o.. s�Y.�1......................................:...........:..... LIVERPOOL, NEW YORK 13088 Fed. I. D. No.,13 ; 5 318 9 4 0...... or Soc. Security No. ....................... The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated ......MARCH ... 14 . .. . 19..:94 ...., ................ ...�. ............................. Signature FILE#211.006 CONTRACT NO. 003 ' INVOICE#403075 IERVICES IRE: RUNWAY 7-25 & 12-30 OVERLAY, INSPECTION IN ACCORDANCE WITH ENGINEERING AGREEMENT_DA D $ 781.30 _ SEPTEMBER 8, 1993 for ENGINEERING SERVICES 1---RFORMED - 39.07 L;FROM FEBRUARY -5, 1994 THROUGH MARCH 4, 1994. $ 742.23 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated ......MARCH ... 14 . .. . 19..:94 ...., ................ ...�. ............................. Signature a Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 03/14/94 TOWN OF SOUTHOLD INVOICE #: 403075 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT EST. COST: 115,697.00 R/W 7-25 & 12-30 OVERLAY FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL : 130,910.00 FOR PROFESSIONAL SERVICES RENDERED FROM 02/05/94 THROUGH 03/04/94 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 15% TOTAL` THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE THIS INVOICE 277.30 402.09 -------------- 679.39 .00 -------------- 679.39 .00 -------------- 679.39 101.91 -------------- 781.30 39:07 -------------- 742.23 f Z77 3c i-/7 3c :'137-7q TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET urn\mn\I`n\1\IrI`TTMIT n��nn iLA LVIIUVIi, vVitJIL, A li.V 1 VVVLV SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 03/14/94 INVOICE #: 403075 PROJECT #: 211.006.003 1.L1L1\1 REF: -------- ---------- ---------- 14.50 277.30 ** Total Project 211.006.003 277.30 HOURS RATE PREM AMOUNT ASSISTANT ENGINEER CALOCERINOS, STEVEN 5.00 13.0000 65.00 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 6.00 26.4000 158.40 CHIEF INSPECTOR VERFUSS, WILLIAM E. 2.00 19.5000 39.00 TECHNICAL TYPIST BAXTER, CYNTHIA A. 1.00 1.0.2000 10.20 MACKO, GERALYN M. .50 9.4000 4.70 -------- ---------- ---------- 14.50 277.30 ** Total Project 211.006.003 277.30 ........I..............LIVERPOOL............, N. Y., .......... ..APRIL..14.'19.9. . TOWN OF SOUTHOLD, COUM OF SUFFOLK, N. y Dr. ' 9.....CgS ENGINEERS....INC.................................... ... Address..., 10 2 0 SEVENTH NORTH STREET ................................................................. Fed. i. D. No. 1.3.-.5.3.18.9 4.0 or Soc. Security No. ................. The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cress out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated ..... AFRIL..1L4 ................. 19..94..... f.�'` ie�4ev`: :...................... �j Signature INVOICE #404063 F LE#211.006 CONTRACT NO. 003 RE: RUNWAY 7-25 & 12-30 OVERLAY, INSPECTIONI SERVICES i IN ACCORDANCE WITH ENGINEERING AGREEMENT I $g,015 09 ;DATED SEPTEMBER 8, 1993 FOR ENGINEERING SERVICES - 400175 PERFORMED FROM 3/5/94 THROUGH 4/01/94. $7,614 34 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cress out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. Dated ..... AFRIL..1L4 ................. 19..94..... f.�'` ie�4ev`: :...................... �j Signature TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 S A L A R Y & E X P E N S E D E T A I L OTHER EXPENSES CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 04/14/94 INVOICE #: 404063 PROJECT #: 211.006.003 CLIENT REF: COST/QTY RATE AMOUNT FIELD SUPPLIES C & S INTERNAL CHARGES -FILM 13.16 1.0000 13.16 TRAVEL & SUBSISTENCE CLARK, BRUCE 621.64 1.0000 621.64 ------------ 634.80 ** Total Project 211.006.003 3,220.45 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER CSS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 04/14/94 INVOICE #: 404063 PROJECT #: 211.006.003 CLIENT REF: HOURS RATE PREM AMOUNT PROJECT ENGINEER CLARK, BRUCE 23.50 22.7000 533.45 ENGINEER KOGLER, ROBERT M. 3.00 17.2000 51.60 ASSISTANT ENGINEER CALOCERINOS, STEVEN 2.00 13.0000 26.00 SAWMILLER, JOSEPH A. 3.00 14.9000 44.70 DESIGNER LEE, JACKELINE 2.00 9.0000 18.00 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 41.00 26.4000 1,082.40 CHIEF INSPECTOR VERFUSS, WILLIAM E. 4.00 19.5000 78.00 SENIOR INSPECTOR CHAMBERS, MARK J. 3.00 16.5000 49.50 FEHRMAN, GREGORY J. 36.00 18.8000 676.80 TECHNICAL TYPIST BAXTER, CYNTHIA A. 2.00 10.2000 20.40 KOPACZEWSKI, KATHLEE .50 9.6000 4.80 -------- 120.00 ---------- ---------- 2,585.65 CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 04/14/94 TOWN OF SOUTHOLD INVOICE #: 404063 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: ATTN PHIL KNAUFF FISHER ISLAND AIRPORT EST. COST: 115,697.00 R/W 7-25 & 12-30 OVERLAY FIXED FEE: 15,213.00 INSPECTION SERVICES TOTAL : 130,910.00 FOR PROFESSIONAL SERVICES RENDERED FROM 03/05/94 THROUGH 04/01/94 ANALYSIS OF COST THIS INVOICE DIRECT SALARIES 2,585.65 2,��'S'�'� OVERHEAD % 145.00 3,749.19 -2, TOTAL REGULAR LABOR EXPENSE -------------- 6,334.84 PREMIUM LABOR COST .00 TOTAL DIRECT PERSONNEL -------------- 6,334.84 OTHER DIRECT CHARGES 634.80 TOTAL'COSTS -------------- 6,969.64 FIXED FEE 15% 1,045.45 775-70 TOTAL THIS INVOICE -------------- 8,015.09 LESS 5% RETAINAGE 400.75 AMOUNT DUE THIS INVOICE -------------- 7,614.34 S(.�c DATE EXPENSE i&i-,owr SUMMARY Engineers, Inc. -OYEE NAME i r) DEPARTMENT NAME. o PERIOD SHEET t— OF TO : RECONCILIATION i?PROVALS 11 C" AMOUNT TOTAL PPD. OR C"my ciml) EXPENSE --I---- ..-- (9 TOTAL OUT OF LIZ]— (0y POCil,ET EXPLNSE EUP ATEV— TO :AL EXPENSE (,q 03 SUPERVISOR DAVE ADVANCE ADVANCE ADVANCE PARTNER DATE TO -1. AiVANCe! LOGO OUT �V &'(OCKE IF EXPENSE DUE C01APANY DOE EWLOYEE CEMARK6 SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTIt)(1-DEPT. USE-OtILY )Ei'.',T NUMBER CONTRACT PtiASE TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMBER 1, (o 003 6 so-11 —[-'kJLANCP .wf � ��'- 1 �r �'"' �' i µc �;xi•��• r yam..� :rC�,_gy - ff r ..:.� i t�'Y { uh f r y r y.�..� �u u { EQ 71 Y f�.. f ~4TilVND�"ii7O .r- +,Tr��l'•�.�i. »'�iCpY k..,Jyc�iy "r�, s'''Q � 'l },.�-. r x ,}.�, M.�i'� ? -��•t f I t � ' r - '�'s 7` '�f��"!. !il: i +i" -`Ya r^ ,. ll'.!1i�.;5'•. ¢ �; `AYFOP,T a Err � Y �' 7roy " '14 S" y y 5 3r fe f ` • • s • 241 140. t I I i Y - �"- - y+.� j < - � -�J — � 4J a J �l l �! ,�f � •af.yF}� .t 4� 3 F. lJ t •tJ 5_ r.r.�ramcTAmec alatcTTc rnnamrt..�nnuraEr� _���'-_.__� .r -y-_ - -- —../-'@e D@IOW TOr'A�r�ine'__- w�o,T _ Form, Serial Number 0MCM0EST11" 7M aworsEllEHTyREsiRCTTows tAfmorn hRCi PASS -a -M COUPON I'i� k ' 4i Y 1? 1 �} $ �'€a�<!� I~ i1 aAT'c OF ISSUE BOCKM fEFEPjS4= I� (�1 rn NY !, 11. 111 t i nlW il lr 11^ NOT TRM6FEFABLE-f _ sw� N EX(iIAFYic FOR p . a I ]W -FROM wC'G<)CO FCR PASSA.:E GWi'SiTRIGHT +G14 ..AT£ TOM $TATIA rFARE BASMrM7. OEB*—TCA` -•Gi utD ExT1E �-r(.P lYL.1/T81 �li'✓`M— '� U I Zu.! �'4 � '� r0 f F 01� ii il't�'r�i..iFL Ll US TO i M o , _ t 1 ! - - ✓ccs r CC CAi�Z.1.ATCN { L i.—fP- % •• I "1 i. ;.1 i j-: '.:3 .36,..z6 :f. EOOry FARE PO. fAs 5, TIS FCC+ OF PAYWNT rca.a CCOE 47 ! ILL ! ! .+l 3 ` cp t�RUue aroE Forel SETLAL MIAIBER Ex ""�` T ,tiAGTNF� ;, 7746614232 0-0 ...., , — COwTROI(1J ►F.1.)_')I��Y•- i�iii,l.y. DO NOT Y OR ewT! N TIE T TP ARCA A/OW a aocla a RAD I SSON HOTEL NEW LONDON ARRIVAL "� 5113 F'AGE 1 35 GOVERNOR WINTHROP BLVD DEPART (.)3/'l 5/94 NEW LONDON, CT s 06320 REsv.o"�k 03/16/94 , v3-443-70, 0C, �< "71 35,73 , tVI 4356024102544113 WINTHROP'S GIFT CERTIFICATES AVAILADL 76.50 1 ; CLAR(',, BRUCE THE TRAVEL PUG 101 OLD COVE ROAD LIVERPOOL, NY 13090 'nates Do Not Include Azolicable Sales Cccuoancv or Other Taxes DATE DESCRIPTION REFERENCE CHARGE CREDIT BALANCE 7; 5 II iLCN?G DISTANCE 31 C451 1702 9 I) c;O0M CHANGE 3L M 513 76 .50 /IS iRDOM TAX JL ;M 513 9.18 I Total amccunt due: � 90.84 l i i i I I J � I I j i i Guam agnawre IAl' WE: rl il• E= A RESERVA-r l c= q h �t NE ; r .2T(iY v! , ri i X15^ m .J: I'd Iif=;.�tf ' K ROC�.1 ► ra t- VAS 1 3 F' A. C E 1 PESV h"OP 8573 J 435f.C;L 1. r'-2!1414 }t-1INITHROP 3 GIFT CERTIF IC7 76. 50 1 1 CLAr }:::. DRUCE THE TRAVEL DUG 1() i :OLD C0%)E ROAD LIVERPOOL. NY 1 :?9C� Rates Do Not Include Applicable Sales Occupancy or Other Taxes FOR YOUR NEX r STAY WITH US7 Firm _, _ �i3 114/04 12.130-1 — Atltlr®St REQUISI'T'ION FOR 35MM FILM Please Print ,2 Date: 3—� S GI Cosi per roll / Speed: Exposure Color: ✓ Black/White: / Charge to Job. No. a-i l 00 (s 003 • 1,Uo J Charge to Office/Misc. Lab Misc. Requested By: L �¢r�✓ L-��-c-�"�9� . FULL NAME Approved by: Associate or Managing Engineer COMPLETE FORM AND SUBWr TO PURCHASING a Calocerinos & Spina Engineers, P.C. EXPENSE EMPLOYEE NAME:/ DEPARTMENT NAME: /� ;rrIINTI �rlJCf�' �i,r���r�s NATUFIE OF EXPENSE DATE - ITEM LOCATI% A STANDARD tOHM 231-A PROJECT NAME AND/OR BUSINESS PURP;:DE (IDENTIFY SUBJECT MAYTER DISCUSSED IN CLUE 10 OTHER PERSONS INVOLVED , BY NAME , COMPANY t TITLE) REPORT DATE: 3_/_��' ' PERIOD SHEET: - OF 7— ' ------ ALL ATION OF EXPENSE CLAIMED A COU TI DEPT. ONLY AMOUNT Of EXPENSE P.D. MISC. PildJ N ., PONATFB E ACCOUNT NO. CARD TYPE PPD. OR CC. OUT OF F JCKET 600 bo 3 '7 ?o TOTAL TO BE ACCOUNTED FOR (oZ I �y ...... L,IVERPOOL, , MAY.. 25 ...... 94 .........................................., N. Y. .............. .19...... I F TOWN OF SOUTUOLD, COUP OF SUFFOLK, N. Y., Dye To.........ENG.INEERS:...INC..........................................clam lint 1020 SEVENTH NORTH STREET Address................................................................................ . Fed. I. D. No. .....13-5318940 ................. or Soc. Security No. ........................ The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. MAY 25 , 94 Dated............................................ 19............ (,V ................................................................... Signature INVOICE#405149 FTLF #211 - 006 CONTRACT NQ- QQ-'i RE: RUNWAY 7-25 & 12-30 OVERLAY, INSPECTION ERVICE IN ACCORDANCE WITH ENGINEERING AGREEMENT DAT D SEPTEMBER 8, 1993 FOR ENGINEERING SERVICES P RFORME FROM APRIL 23, 1994 THROUGH MAY 13, 1994. 124,817.82 LESS: 5% RETAINAGE 1,240.89 23,576.93 The undersigned (Claimant) (Acting on behalf of above named Claimant) does hereby certify that the (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. MAY 25 , 94 Dated............................................ 19............ (,V ................................................................... Signature TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 ATTN: PHIL KNAUFF FISHER ISLAND AIRPORT R/W 7-25 & 12-30 OVERLAY INSPECTION SERVICES FOR PROFESSIONAL SERVICES RENDERED FROM 04/23/94 THROUGH 05/13/94 ANALYSIS OF COST DIRECT SALARIES OVERHEAD % 145.00 TOTAL REGULAR LABOR EXPENSE PREMIUM LABOR COST TOTAL DIRECT PERSONNEL OTHER DIRECT CHARGES TOTAL COSTS FIXED FEE 15% TOTAL THIS INVOICE LESS 5% RETAINAGE AMOUNT DUE THIS INVOICE cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457.6711 Fax (315) 457-9803 INV. DATE: 05/25/94 INVOICE #: 405149 PROJECT #: 211.006.003 CLIENT REF: EST. COST: 115,697.00 FIXED FEE: 15,213.00 TOTAL : 130,910.00 THIS INVOICE 6,789.90 9,845.36 16,635.26 311.80 16,947.06 4,633.65 21,580.71 3,237.11 24,817.82 1,240.89 23,576.93 96') 3.9 cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 TOWN OF SOUTHOLD INV. DATE: 05/25/94 TOWN OF SOUTHOLD INVOICE #: 405149 FISHERS ISLAND FERRY DISTRICT PROJECT #: 211.006.003 FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 CLIENT REF: SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER HOURS RATE PREM AMOUNT MANAGING ENGINEER PETRANCHUK, MARK F. 4.00 32.6000 130.40 PROJECT ENGINEER CLARK, BRUCE 11.00 22.7000 249.70 ENGINEER PALIN, JEFFREY D. 53.00 17.2000 911.60 INSPECTION SUPERVISOR CERRETANI, LAWRENCE 28.00 28.0000 784.00 RESIDENT ENGINEER DEL GUIDICE, JOHN A. 52.00 24.1000 1,253.20 SENIOR INSPECTOR FEHRMAN, GREGORY J. 120.00 18.8000 2,256.00 FEHRMAN, GREGORY J. 7.00 18.8000 65.80 131.60 FEHRMAN, GREGORY J. 12.00 18.8000 112.80 225.60 FEHRMAN, GREGORY J. 8.00 18.8000 75.20 150.40 SR.INSPECTOR WILDS, KAREN D. 4.00 16.4000 65.60 GRANTS ADMINISTRATOR HOPKINS, THERESA M. 2.00 11.2000 22.40 TECHNICAL TYPIST MACKO, GERALYN M. 3.00 9.8000 29.40 TOWN OF SOUTHOLD TOWN OF SOUTHOLD FISHERS ISLAND FERRY DISTRICT FOOT OF STATE STREET NEW LONDON, CONNECTICUT 06320 SALARY & EXPENSE DETAIL SALARIES BASED ON MULTIPLIER CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 INV. DATE: 05/25/94 INVOICE #: 405149 PROJECT #: 211.006.003 CLIENT REF: HOURS RATE PREM AMOUNT JUNIOR INSPECTOR WICKER, DAVID J. 40.00 11.6000 464.00 WICKER, DAVID J. 10.00 11.6000 58.00 116.00 354.00 311.80 6,789.90 OTHER EXPENSES ------------ 4,633.65 ** Total Project 211.006.003 11,423.55 COST/QTY RATE AMOUNT TRAVEL & SUBSISTENCE DEL GUIDICE, JOHN A. 214.00 1.0000 214.00 CERRETANI, LAWRENCE J. 451.39 1.0000 451.39 PALIN, JEFFREY D. 1,304.00 1.0000 1,304.00 FEHRMAN, GREGORY J. 1,562.00 1.0000 1,562.00 AUTO RENTAL CERRETANI, LAWRENCE J. 122.82 1.0000 122.82 PALIN, JEFFREY D. 309.96 1.0000 309.96 FEHRMAN, GREGORY J. 669.48 1.0000 669.48 ------------ 4,633.65 ** Total Project 211.006.003 11,423.55 Engineers, Inc. iiNT1��1�t�1����i ��•�i`�7%%�i � � I SUMMARY OF EXPENSES TO 0E ALLOCATED FOR ACCOUNTING DEPT, USE. ONLY :OJECT NUM&= CONTRACT ►MAO! TOTAL AMOUNT PER/ PROJECT NO. New 9 40E 5F 60 0 3 3 Al l- 006o i g d GRAND TOTAL I U1ll 1 _l il S DATE : EXPENSE REPORT SUMMARY -5 IT NAME: PERIOD [FROM TO /J SHEET : �-� OF IcJI : : RECONCILIATION APPROVALS ACCOUNT NUMBER ITEM AMOUNT TOTAL PPD. OR CREDIT CARD EXPENSE TOTAL OUT OF IIAPL49 YEE DATE POCKET EXPENSE TOTAL EXPENSE SUPERVISOR DATE DATE ADVANCE TE ADVANCE r• _1 r� rl ADVANCE TE PARfNERi• 7"I`3`�`i'•(' TOTAL ADVANCE Q flj`G l C, I ' LEBO OUT OF POCKET EXPENSE /Z�ZL�- ACCSUNTINO DUE COMPANY BALANCE DU! EMPLOYE! 1 REMARKS S I FOPM 0 NY -115-5 (IC.1;2) Rudgpt -EMERGENCY ROM SE5q&(;80e3 516-588-1480 STAT ION.-ISPAP 'L w-160 HmL- ONMi VHHvr- RONKKONIA, NY 11779: CMM VVMW.Ar*N OR sww m" 20!n - - pwm • Q 0 1 ILI It Q V.1 V" awm MEN" ;;j WO I -)Q J _J CERRETANI LGP63 V"= mo I owmmo WcAre" RWAL AMEVAlgWr I SPAA36 86 9 77 MAdM CAFzff CAM Na. E.3 7 14 116 0 TION "sa A� 1\1 y AVN0i:U= A00n70#AL OMMAMN c VALID DANEM UMM w4j% i %RWG MM 34 13/94 0726 RMFN To "=rlo" ISLIP AIRPORT T4'713/94 MR EAG Z3271 nSUDY 1 I= 34/12/94 0639 IN OUT GE 3137 QUALIMA DAY FATEPA2 LTE OW CH A 0 WA MOM W MM" OUT MILES mum• PAM M wr to Brom m" av= DRIVEN'mmpiomm WK= oma D .ALL� 11000N1 sm 1 -DY/ 35. 00 35.00 TOTAL T & N, _35-00 REFUELING SERVICE CHG $2.55 FUEL OUT 8/8 IN /GAL. TAA 137.500% ON Cd 5 -2.98 .-17.96 7.15 AMOUNT OTHER THAN FULL VALUE I FOR TRUCK RENTALS ONLY • LOSS DAMAGE WAPM (L DW).-w'iF RENTER DE- SUBTOTAL 60..4'7 1� CLINES LOW, RENTER WILL BE RESPONSIBLE FOR THE FULL VALUE (OR OTHER AMOUNT WRITTEN ABOVE) OF ANY LOSS OF OR DAMAGE TO THE VEHICLE, PAL. 60. 1.L INCLUDING LOSS OF USE AND RELATED EXPENSES, .REGARDLESS OF FAULT, EXCEPT AS PROVIDED IN PARAGRAPH 7 ON THE REVERSE SIDE IF _.RENTER ACCEPTS LOW, RENTER WILL NOT BE RESPONSIBLE FOR SUCH LOSS OR DAM - 0 EXCEPT AS PROVIDED IN PARAGRAPH 9 ON THE REVERSE SIDE. LOW ISNIOT "NSJPANCE. RENTERS OWN INSURANCE MAY COVER ALI: OR PART OF SUCH L.S. OR DANIAG E. RENTER SHOULD CHECK WITH HIS INSURER TO DETER."AE AMOUNT OFF COVERAGE PROVIDED FOR PERSONAL INJURY AND LOSS OF OR TO THz'vEh:CLE DUE TO THEFT, VANDALISM OR COLLISION 'nL!Lk'All3r. I AG� 77z TO ALL TE;;,',IS AND CCNDMONS OF THIS AGREEMENT. I WILL =7-UTNTIFEE l.'E"i:CLE TO THE RENTING OR SPECIFIED LCCATIO4 CN OR BE- FORE THE Cu= ?ACK DATE OR A DROP CHARGE AND RATE CHANGE MAY APPLY. I UNDE7;STAND CNILY AUTHORIZED DRIVERS MAY OPERATE THE VEHICLE. T Ul'4 E 0 F I L E ulft"T") PERSONAL AOCXEW INSURANCE PAI) PON DECLINES L'A Y FEF-SONAL EFFECTS COVERAGE (PEC) 5UPElF_M!qTolj� 61k&UTY (SLA WE Ely RAIL DAY 1 77�' I c) F EY i1111FTIALS YOU ACCEPT OR DECLINE OPTICI:AL SERVICES AS S,40',tiN ABOVE By ALL CnARGE38U&JSCTTOAUDrr JAL USE Buyer agrees to Pay Texaco Refining and Marketing Inc, or assignee for this purchase in accordancewith Texaco's Payment terms, the prior disclosure of which 10 acknowledged. Do not Sign before reading this agreement or H any spaces for agreed terns are left blank. —Retain this DORY. A PLEASE RETAIN THIS COPY TO VERIFY BILLING. WTI ESTABLISHMENT NAME TEXACOZ I A 'I •,'`.i STEAK LOFT #1 MYST I C CT Ll V i-7 0 0 206100-764700000 01 T 7 y 7 7 4 DATE APPROVAL CODE 6 Ul­_2 Lt Cl_r,' c -4 MAY 04, SO CUSTOMER NAME o LJ Chi RE-lr'Af4I 7. 7 14 1145 0717 i 0 0, 6. jAt,4 CUSTCI.'.ES COPY TRANSACT.CN TYPE S i�, L E 1C. ;j ►l RECORD CF CHARGE = TERMiNAL w 150 0 a DEsrFvpTtc.N OF PURCHASES SERVICES HOD AND E:Et.JER*0GE E:Ar :lt�,NOI_ iNT TIr--, A,101 -NT Z ---------- ) — TOTt,nL v2.21 BRADLEY INT'L AIRPORT RENTAL RECORD: 555345512 LA 1F£ENU STAN I CC!PLETEO BY: 6477 RENTED: BRAD' -EY INT'L AIRPORT FFNTAL: 05103i94 19:00 E 2:4 15:55 MIL=S % 0--:52 OUT: 04801 MILES DRIVEN: 151 PLAN INICUT: MCLO 1MCLO CLS: F 1 DAYS 54.99 54.99 j 01 SMffl 5%. 2.75 MAHE TOTAL 52.24 TAX .06000 3.13 CT SUP04ARGE 1.00 h'ET D E 56.37 PAID BY! AMS( CF70J CAS a: 371411607171006 F7; . S 342-:5-126 Th •I you for renting frau Hertz CrA.RGE *o C.T 3 AF?F.CVcD EY SAFE'Y DEF3_311' SOX NO TRANSFER TO CITY LEDGER I AGREE '^AT MY L:rt?:Ln F04 rBS E'LL ,S NCT A'ED -IND AGREE TO SE HS•� °E=SON--L'_Y U- 43 E N 7nE =:r":T nIR.T 7HE CA'ED F==- .!=4N' CR ASSOCIATION FA LS 70 FAY FSR .=Nr CR 74"E =LLL AMCLNT OF THESE GUEST S'GNATURE t lb tae ROOM ,LAST) NAME 'FIRST) (INrZUIJ ZRATEV69 CLERK a ca Na lYldissonDATE ,. CKMM.. - TO -Room NEw RATE - - T s `y. ` 8.27 L - .-. W, 2 2 4 4 5 5 6 61 7 7- 6 9 9 10 to 12 12 13 14 _13 14 15 15 16 16 17 E17 19 19 20 20 21 21 CrA.RGE *o C.T 3 AF?F.CVcD EY SAFE'Y DEF3_311' SOX NO TRANSFER TO CITY LEDGER I AGREE '^AT MY L:rt?:Ln F04 rBS E'LL ,S NCT A'ED -IND AGREE TO SE HS•� °E=SON--L'_Y U- 43 E N 7nE =:r":T nIR.T 7HE CA'ED F==- .!=4N' CR ASSOCIATION FA LS 70 FAY FSR .=Nr CR 74"E =LLL AMCLNT OF THESE GUEST S'GNATURE �S Calocerinos & Spina EXPENSE REPORT y(j Engineers, InC. EMPLOY E NAME: ec--'oxcw�-- D gARTMENT NAME: / PERIOD FROM: / '') TO: j OF ACCOUNTING EXPENSE CLAIMED DEPT. ONLY -- --- o-0 1. ►,- P.D. MISC. COAT. A ACCOUNT NO. {•IIA Salo — SHEET: _�OFCi'(PRINT)( - -- - AUOUNT OF t <PFHS� DATE NATURE OF EXPENSEALLOCATION PROJECT NAME AND/OR BUSINESS PURPOSE !IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED . BY NAME . COMPANY A TITLE) ITEM LOCATION TYPE TYPE PPD. On cc. 'f OUT OF ; W/O a )1 cxX7 &o o �1 t Z -3 v e)vz-- 014 4? eu _ Sa)U STANDARD FORM Z» -A 70iA1 10 L' ACt.U11NtED FOR - C&S Engineers, Inc. S EXPENSE REPORT SUMMARY MPLOVEE NAME : ,HINT) C/i Q-� -� . �j-} tZt �dL1 �` DEPARTMENT NAME: 65 �ib u �� ! �-�pL 1 t�� PERIOD FROM: Olt- 17 TO: 011- SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT, USAF ONLY DATIR RECONCILIATION 'ROJECT NUMBER CONTRACT ►NAS! TOTAL AMOUNT PER/ PROJECT NO. ACCOUNT NUMOER ITEM AMOUNT (� OW s / (O00 S� Od sot) V PPD. OR CREO TTAL CARD E PENS! O 11•o 00 4O ;{ t� JP+� TOTAL OUT OF POCKET EXPENSE. BALANCE OUR COMPANV DUE EMPLOYEE • ENB! 2f. TOTAL [XP ADVANCE DATIR ADVANCE DATE ADVANCE T TOTAL ADVANCE O LESS OUT OF POCKET EXPENSE ;{ t� BALANCE OUR COMPANV DUE EMPLOYEE REMARKS []STET GRAND TOTAL DATE SHEET : l OF APPROVALS EMPLOTEY DATE SUPERVISOR DATE PARTNER DATE .1. : , ACCOUNTING DATE 010 1 4 SSISW �;a t tTp, 1 �• H � Y � p' n � • J APR?: 23, 104 10*8 Fq {rhT It�l / MYSTIC t ^^ :�E_'°1` SNILLE AVENUE l.. f.—:•li 4l yT`r CT @6355 428 vat-_ • ♦ - -- • 1 751516? ,: i C a HC I U ^ CHAA c: EL A $553. 55 i Le AM. —A. .ta.;: ..,, ..x�+.•.i, R.r'�*(l�F`3;•ki�i`F1� of Li'l., a • t i:r Date 04/28/94 COMFORT INN MYSTIC SEAPORT ` Acct# P50359-03 Time 22:12 48 WHITEHALL AVE. Room# 126 Page 1 FEHRMAN/GREGORY Payment ESC 4226 951 464 848 MYSTIC, CT 06355 FAX: (203) 572-9358 PH: (203) 572-8531 Exp: 04/96 Rate Code Group Room Type Y. Room Rate 44.0V -- Arrive APR 17 94 22:58 Depart MAY 13 94 Date Description Reference Room Charges Credits APR 17 ROOM CHARGE APR 17 OCCUPANCY TAX APR 18 TELEPHONE CHARGES APR 18 ROOM CHARGE APR 18 OCCUPANCY TAX APR 19 VIDEO RENTAL APR 19 OCCUPANCY TAX APR 19 ROOM CHARGE AP'R 19 OCCUPANCY TAX APR 20 ROOM CHARGE OPR 20 OCCUPANCY TAX APR 21 ROOM CHARGE APR 21 OCCUPANCY TAX APR 22 ROOM CHARGE APR 22 OCCUPANCY TAX APR 23 ROOM CHARGE APR 23 OCCUPANCY TAX APIR 24 ROOM CHARGE APR 24 OCCUPANCY TAX APR 2 5 FROOM CHARGE APR 25 OCCUPANCY TAX (203) 375-8866 VIDEO RENTAL TAX VIDEO RENTAL GUEST COPY 44.00 5.28 2.57 44.00 5.28 7.95 .95 44.00 5.-28 44.00 5.28 44.00 5.28 44.00 5.28 44.00 5.28 44.00 . 5.28 44.00 5.28 ate 04/28/94 !me 22:12 ige 2 HRI'IAN/GREGORY yment BC 4226 951 464 848 Date Description DR. 26 ROOM CHARGE ='R 26 OCCUPANCY TAX ='R 27 ROOM CHARGE ='R 27 OCCUPANCY TAX 'R 28 MASTERCARD/VISA �• '�1¢ . £ i.j�' �i i': ki4 k_ Ari �"'if�►. M_ - 11 1 j . •. 7'S'�Yf i.'i;;�iA wry. rt • e �{ ,�-`*d t • : j ? r 1"� COMFORT INN MYSTIC SEAPORT 4 Acct# `P591359=�13 48 WHITEHALL -AVE. Yr Room#, -126,1." MYSTIC, CT 06355.:m.xf _x FAX: (203) 572-9358 Rate Code" -._'.`M1 PH: (203) 572-8531 Group Room Type K Room Rate 44.00 Arrive APR 17 94 22:58 Depart MAY 13 94 Exp: 04/96 . Reference "`""" Room --Charges- ` "Credits 44.00 5.28 44.00 5.28 PAYMENT Balance Due: Direct Bill Signature: I agree that sy liability for this bill is not vaived. GUEST COPY 553.55 A s, rF,s•. 1. �... �-. �+ _i �- �r•�s-tea �...�..� �. � �� � �- � �� �..��..�.. �.�..��r`s-�r.��•-�.....�'�r �� -. ITAL AGREEMENT .-.RGES St laIECT TO F:N:L AUDIT LICENSEE: Pf-D'L DRIVE-. t.*Inz Cu11FOFT r'rS(IC.:T tiRY z: r CU-ZT•' Jj'.'A; 5 SYRI,LLIE FY 13?1.111, 01-31-{? 31`r4c3-o159 • 515-768-7197 9t3,8DtfrM V!'XtkT G1I"dDS(�;� L0' -KS. CT 0 (.=,CI3) 6:=7-9048 CAR TO BE RETURNED TO ABOVE UNLESS ST INFORMA 0;7j 9 6 REN T A CAR :.: 021073 LIC.6: MIL15FX: STrl.L#: 94 f•'1 ywJTH W-CLAIN DRIFTWOO ICAR m FUEL LEVEL IN: 2/8 'FL LEVEL CRIT: FLLL MLEf-E INt ii1 2 MLA OUT: 753 TOTk Mia D4I4 -N: 15,17 Et!. M, ITI3A IN. As per Vehicle C1ndition Repert ';Fr. CaNDITIC-N Uff: As per Vehicle CGaditien Report The nnnualized Marge for LEM is i AT , :'� �` J w1�t his nE .? ; .0 !Y Cn vk7 0 rL"= COPY OF Tt c •n' ACrE= c i A.`.C'ACSA= lEC TO ITS c:i'nL C Cli :+_ NT !F YCU HA`;E'.OT RECEIVED ED A COPY OF THE RENT, L AGR, EVENT. RENTER SIGNATURE ADDITIONAL AUTHORIZED DRIVER RENTAL EXPIRES ON TIME Off TIME IN 04-03-94 0+652P 84-27-94 0241P +#CHARGES** Days 3 Cys a 34.88 1F' Weeks 3 Mics B 168.08 TOTAL T t m 58 Opt -Digs &B -TOTAL 61 °ales Tax 6.800% Fuel chg I TOTAL CHAS 6' }+GRED ITS/PAYi�.ENTS4 NET DUE 66 it00TS -66 ZEK 488.00 2.0a 8.� 5.84 x9.48 5.41 b5.48 0. -G�CalOC2rinOS&Spina EXPENSE REPORT Engineers. Inc. C)Z-► DAI (' / --�-/ EMPLOYEE NAME: ���� ���,`� (PRINT) '- 1"�'�-�-I�i DEPARTMENT NAME: / UCS 1 ),,-I PERIOD SHEET: OF --- — FROM: Q/- TO; Oe- DATE NATURE OF EXPENSE PROJECT NAME ANO/OR BUSINESS PURPOSE I (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED , BY NAME ,COMPANY TITLE) ALLOCATION OF EXPENSE CLAIMED PI1SJ. NS P.D. MISC. CUNT. A 1-I I A ACCOUNTING DEPT. ONLY AMOUNT OF txPFNS!: REM LOCATION ACCOUNT NO. CARD TYPE PPD' OR CC. OUT OF PO( D'1-1}9 Y �cQ- Def-�� ". ��L•� ClJ7 &I TZ �* Oc,7.3 � 600 SA "--T r 5 l i—r 1ti�Ehl.y . i &14-214' '+ I v 04- -1c 0�{-Oii'I rho- -JZEL, L I � STANDARD FORM 231-A TOtAL tU fla. ACCOUNTED FOR -C&S Engineers, Inc. APLOYEE NAME ; RINT) Je;�4., -D 1►n �1alg SUMMARY OF EXPENSES TO BE ALLOCATED FOR ACCOUNTING DEPT, t1,SP jj!ty %OJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO. I1-04 oaz 60 130q alN- 006 0 0)3 todqb V1 I q (o �l GRAND TOTAL I lk � IQ:l EXPENSE REPORT SUMMARY MENT NAME: Q PERIOD q�w P0% 11 C� FROM ; z'31TO RECONCILIATION ACCOUNT NUMBER ITEM AMOUNT I Ut AL PPu. OR SR J -D- CREDIT CARO EXPENSE TOTAL OUT OF POCKET EXPENSE. ' TOTAL EXPiNSB ADVANCE DATE 'A / z9 �- SHEET : ( OF APPROVALS r 9r EIA LOYEE QATE/ SUPERVISOR DATE ADVANCE DATE ADVANCE DATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE BALANCE DUE COMPANY ._ DUE EMPLOYER ILL 3 4(, REMARKS PARTNER DATE ACCOUNTING �/ DATE v i -Ant i Y2.21 - BRADLEY INT'L AIRPORT - RENTAL RECORD: 555318945 .EFF PALIN COMPLETED BY: 5506 RENTED: BRADLEY INT'L AIRPORT RENTAL: 04124/94 18:50 RETURN: 04129194 15:30 " MILES IN: 00775 OUT: 00652 MILES DRIVEN: 123 - - PLAN IN/OUT: MBR 1MBR CLS: C 5 DAYS 48.00 240.00 I V& LPG TTL @ $12/DAV 60.00 D I SCDJ NT 10% 30.00 FLEL RY04ASE OPTION 18.76 i TAXABLE TOTAL 270.00 TAX .06000 16.20 CT SLF&ARGE - 5.00 NET OLE 309.96 PAID BY: K CREDIT CARD 0: 5329041975007110 Thank you for renting from Hertz Ap,;r,APRIL 29, M4 04u ..CMFORT INN /.MYSTIC 132 GREEW.4VILLE AVENH MYSTIC, CT E-63 72'e'e'l,2014 6 7 T j5 HU1,7L c v FLEET NATIONAL BANK SALES DRAFT H 3 5 GOIJERSON 'w'?,iTHK11F ROD. u 3. + rlr _..._..r_ U Z�. V 101m. OF PA 1. 1. 1 SS,,t 0 7752826540 4 See below -for Airline SUL: I. rCKE7(S) Form, Serial Number f-TFc1c1,3 •CAP90NI ARCPASSENGER COUPON . r i Soj;�nG raft� NOT TPANSFV%AKE - ISSUED ft EXCKANGE FOR tO - VPC4 NOT GOOO FM PASSAGE CARRIER ftG.T OA4DATE TIYE VArA U&S(TW7 OESGAoTGA rAPE To c LxAac,*7n CALC,:1.AT104 =FARE Y EPO V 101m. OF PA 1. 1. 1 SS,,t 0 7752826540 4 C` J, Calocerinos & Spina EXPENSE REPORT - '� Engineers. Inc. DA, - EMPLOYEE NAME: (PRINT) .J�� { -D �1'� DEPARTMENT NAME: (� 111 G�� PEH(00 SHEET. �> OF — -- FROM: 7�----TO: a - n DATE NATURE OF !((PENS! PROJECT NAME AND/OR BUSINESS PURPOS! (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDING OTHER PERSONS INVOLVED . BY NAME . COMPANY A TITLE) Ely Q 1 %, 1 L OF EXPENALLbcSE EXPENSE CLAIMED 0116aHd— P.D. MISC. CON i. A PITA 2i) AC OUI ONLY DEPT. ONLY AMOUNT OF txPFN5� ITEM LOCATION W -u-> Lixx)oc% ACCOUNT NO. Sal a CARO TYPE PPD' OR CC. OUT OF POC -11Z9191 r-rx ,, 1 C(1QIA 5 _ .4 �Q4 � z-1 I 4 1 29194 3 STANDARD FORM 131-A i111AL fu ;t2 ACCOUNTED FOR G i ; 11,�, > i(k,,r, C, �S Engineers, Inc. EXPENSE REPORT SUMMARYDATEe -201 EMPLOYEE NAME : (PRINT) ePWSHEET l EPARTMENT NAME: C )�'I`u Q i )a� PERIOD : OF FROM : TO i SUMMARY OF EXPENSES FOR ACCOUNTING TO BE ALLOCATEDRECONCILIATION DEPT. USE ONLY APPROVALS PROJECT NUMBER CONTRACT PHASE TOTAL AMOUNT PER/ PROJECT NO, ACCOUNT NUA40EN ITEM AMOUNT c/ ELigLOYEE DATE J SUPERVISOR DATE E PARTNER DATE ACC OUN INO +j r`' DATE go 6 / 1 TOAL PPD. OR CRED TTCARD EXPENSE l 0 r TOTAL OUT OF POCKET EXPENSE. �l i _ t r ' TOTAL EXPENSE 4- 11. oo�o 03 bo oo a) o~` i W / 1jon ADVANCE `1 _8 - -i qq N ADVANCE TE ADVANCE ATE TOTAL ADVANCE LESS OUT OF POCKET EXPENSE BALANCE DUE COMPANY OU! EMPLOYE! Z 1 c1c) REMARKS �V �Q�CE 6w-fi ply'L it T� 71, 3 WCGiCS •ZIP fin GRAND TOTAL 1S , A CROSS SOUND FERRY SERVICES, INC." New London -Orient Point Ferry P.O. Box 33 New London, Connecticut 06320 Date ................... 4/0 . a RECEIPT OF PAYMENT Fare: A ......................... ...�.......... .......... ............. .... d.. .C... ................ .............................. Total: or . .......... ........................ Ticket Agent ........... -�.Terminal For Reservations Phone New London (203) 443.5035 Orient Point (5 16) 323.2415 CROSS SOUND FERRY SERVICES, INC. New London -Orient Point Ferry P.O. Box 33 New London, Connecticut 06320 APR 2 113% Date......................................... RECEIPT OF PAYMENT Fare: $ .. . ....... . p .................................................................. S... ................................................... Total: . ........................................................ Ticket Agent ............ QbF ... Terminal ....... k .......................... For Reservations Phone New London (203) 443-5035 Orient Point (5 16) 323-2415 ?3W PROFESSIONAL RECEIPT PARKING "The Really Good Parking Company" 91 Date Ll nt. S Sl"lled THFIR A, G'CA �0 1v7 �� PAN J`tL.3i L':s �V, 1 : r sY l>ii Y"EY 917 { f .. _ .... ,.... .. .. ..... ,.... ..,.........N+.Esc.,......+.r....:r+..�R».-n►.:w,aic+1 ti's ' #ltsJ�Y ��• 1 ' • . -..... s. .i. } ; � "+'� �F~ylit n�ii'f•r¢{.' itt �y. T Days Ina, 26 Mkhelk Lane, Reate 27, Mystic, CT 06355, 12031 $72.0574 l Y DELOUIDIACE, JOHN i 4/20/94 S ENG I vEER 4/21/94 F;I�EG F'rlRa1 , CLIGE , i�"i`,53.10 ;... . �J { – i — ..J — •. . 105 � 1 JC DESCRIPTION a f 1 "!/ till% 7 "F V 1 iJ .0 `J H Jl, .J JbJ .. t e. s ••t y;W "!d`•`•-'% .•.. T.:_ , �� B 4/20/94 ROOM CHARGE 105/2516. $53.10 3 4/20/94 ROOM TAX 105/2517..-. $6.37 4 4/21/94 AMEX 105/151565/1001 $68.37CF:. C/O CLERF--::—RMB TIME— 5:57 *BALANCE DUE* OK'D BY: COMPANY STAEET I a,re(e that my liability for this bill is not waived and agree to be held personaily liable in the event that the CITY STATE POS'AL CODE irdicateJ person, company or asscciation fails to pay for a•)y pa,l of It,, full amount of these charges. C- 31,1A'URE Calocerinos & S ina °"' L: J p EXPENSE REPORT' !� y C Engineers. Inc. EMPLOYEE NAME: /� n DEPA MENT NAME: PE1110D S11EET: OF (PRINT) O h �t� (Oc./ �I C� (MS 1�L� tc t /Od FROM: t/ -/j - y TO: -- DATE NATURE OF EXPENSEALLOCATION PROJECT NAME AND/OR BUBiNE9S PURPOSE (IDENTIFY SUBJECT MATTER DISCUSSED INCLUDINO OTNER PERSONS INVOLVED BY NAME . COMPANY & TITLE) OF EXPENSE C t.AtMF E PENS PAI j, D .-- P.O. MISC. COII I. • IIIA�j ' ACCOUNT NO DEPT. ONLY AuOUNT OF c><PeNS� ITEM LOCATION ACCOUNT NO. CARO TYPE PPn. OR cc. uta or roc Apr, 0,19� 71.UL A4W �l� 003 /Sz �.Z.,41 A o Z f /9.1 �c�t UI trro Fs t �/S!ws--� - — ���c�,�. iyU_. r 0 2 r ENT ^�i7 . �y' Zd. o 0-03 (aoy j I Zt — ,4r'zd--- Z/ F-/Slvl� /(JE�.J (dl,dvxi 1v 2//.vJ6 Z/i, oo)16 607 STANOARD FORM 221-A I - TOTAL !U Ur ACCUUNIED FON FISHERS ISLAND AIRPORT - ELIZABETH FIELD 06/07/94 RUNWAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 CONSTRUCTION AND PROJECT IMPROVEMENT ANALYSIS PROGRAM NO. 1 ----------------------------------------------- Indicates previous subsittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $489,568.14 8489,568.14 80.00 RETAINAGE TO DATE: $25,766.74 $25,766.74 SUBTOTAL: $515,334.88 $515,334.88 NON- DATE FEDERAL ELIGIBLE STATE ELIGIBLE PARTICIPATING 05/25/94 $489,568.14 $489,568.14 $0.00 AO rCT: ELIZABETH FIELD -FISHERS ISLAND AIRPORT `IUNWAY 7-25 & 12-30 OVERLAY FAA-AIP NO. 3-36-0029-08-93 N.Y.S.D.O.T. NO. 0913.08 TO THE TOWN OF SOUTHOLD: FILE: 211.006 DATE: 5/25/94 ESTIMATE NO 1 -- Pursuant to the terms of the Contract, dated September 7, 1993, by and between the Town of Southold and Bourgeois & Shaw, Inc., contractor for the construction of the Eliabeth Field -Fisher's Island Airport Runway 7-25 & 12-30 Overlay (FAA-AIP No. 3-36-0029-08-93, NYSDOT No. 0913.08), we hereby submit the First Estimate, for work completed through April 29, 1994: ITEM NO. 70MGTRA117 DESCRIPTION QUANTITY UNIT UNIT PRICE QUANTITY TO DATE L$ TO DATE Alternate No. 1 P-152 1. Common Excavation 100.00% L.S. $55,000.00 95.00% $52,250.00 P-158 2. Cold Milling Existing Pavement 17500.00 s.y. $2.00 3903.32 $7,806.641 P-400 3. Preparation o fExisting Pavement Type 1 7000.00 s.y. $2.50 1460.00 $3,650.001 P-400 4. Preparation of Existing Pavement, Type II 100.00%1 L.S. $95,000.00 95.00% $90,250.001 P-409 5. Bituminous Concrete - Type 6F, Top 7060.00 tons $65.00 1227.521 $79,788.801 P-409 6. True and Level Course 5190.001 tons $65.00 1465.561 $95,261.401 P-502 7. Full Depth PCC Pavement Repair 285.00 j s.y. $100.00 0.001 $0.001; P-503 8. Joint Resealing (PCC) 10350.00 j I.f. $1.50 7340.00 $11,010.0011 P-503 9. Crack Sealing 2205.001 I.f. $5.00 1371.00 $6,855.0011 P-603 10. Bituminous Tack Coat 3785.001 gals $4.00 615.51 $2.462.041 P-612 11. Field Office 100.00%1 L.S. $5,000.00 38.00% $1,900.001 P-620 12. Runway & Taxiway Painting 32930.001 s.f. $0.75 0.00 $0.001 P-625 13. Sand Slurry Coal -Tar Pitch Emulsion Sealcoat 1 24780.001 s.y. $1.27 0.00 $0.00! T-90614. Beachgrass ! 3400.001 s.y. $5.10 0.001 $0.r 0-710 15.1 Stablization Fabric 3675.001 s.f. $2.00 2700.001 $5,400 D-712 16. Rip -Rap Berm 280.00 I.f. $35.00 270.001 $9,450.vwi L-108 17. Cable Trenching for the Installation of Underground Cable 790.00 I.f. $5.00 702.00 $3,510.001 L-108 18. 1 Nno 8 AWG, 600V, Type C Single Conductor Uerground Cable Installed in Trench/Duct 3465.00 I.f. $3.00 _ 3192.00 $9,576.001 L-108 19. No. 8 AWG, SKV, Type C Single Conductor Unerground Cable Installed in Trench/Duct 410.00 I.f. $3.00 290.00 $870.001 L-108 20. No. 8 AWG. Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods and Exothermic Connections 790.001 I.f. $3.001 790.00 $2,370.001 L-110 21. 2 -inch Diameter Rigid Steel Conduit 360.001 I.f. $15.001 339.001 $5,085.0011 L-125 22. Guidance Sign, 4 Characters, Base 1 1 Mounted, in place 4.001 each $6,000.00 4.00 $24,000.001 L-125 23. I Modification of Existing Runway Threshold 1 Lights 16.001 each $600.00 0.00 $0.001 M-100 24.1 Maintenance & Protection of Traffic 100.00%i L.S. $55,000.001 38.00% $20,900.001 M-150 25.1 Project Survey & Stakeout 100.00%1 L.S. $113,000.001 38.00%1 $42.940.00 M-200 26. Mobilization 100.00% 1 L.S. $40,000.001 100.00%1 $40,000.00 STATEMENT OF DAYS CHARGED 50 , TOTAL CONTRACT DAYS 19 LESS DAYS CHARGED 31 TOTAL DAYS REMAINING BOURGEOIS & SHAW, INC. BY: TITLE: G Roca` (`'1a q er DATE: C� q 4 Total Amount of Work Done to Date -------- Less 5% Retained ----------------- Amount Recommended for Payment, Previous Estimates --------------- AMOUNT DUE CONTRACTOR, ESTIMATE #1 --- CSS ENGINEERS, INC. Harold W. Wagner, Jr p. Division Manager $515,334.88 $25,766.74 $489,568.14 $0.00 $489,568.14 e U.S. Department of Transportation Federal Aviation Administration JUN 13 1994 Mr. Scott L. Harris Supervisor, Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 Dear Mr. Harris: V. Vim, Ap".8dd 6§ 181 & Jumgm Aww, i�m. 305 `Ual( Mwarm,, `I' y 11581 Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7 -25 - Construction Management Plan Report - AIP 3-36-0029-08-93 RECHVED J U N 14 199; Sot+tholc This is to acknowledge that we received via a letter from your consultant C & S Engineers, Inc. dated June 2,1994 the Construction Management Plan Report. We have reviewed this Management Plan Report and have no objections. If you have any comments, please call me at 516-295-9343. Sincerely, Dan Vornea -- Airport Engineer OBM Approved 2120-006E w PERIOD ENDING U.S. Department of ITansportation CONSTRUCTION PROGRESS AND INSPECTION REPORT 6/3/94 Federal Aviation AIRPORT GRANT PROGRAM PROJECT NUMBER Administration 3-36-0029-08-93 AIRPORT NAME FISHERS ISLAND AIRPORT - ELIZABETH FIELD PROJECT DESCRIPTION CONTRACTOR'S NAME RUNWAY 7-25 & 12-30 OVERLAY BOURGEOIS & SHAW, INC. I. ROUGH ESTIMATE OF PERCENT COMPLETION TO DATE OF CONSTRUCTION PHASES Qnclude Mems such as clearing, grading, drainage, base, surface, lighting, etc.) SEE ATTACHED 2. WORK COMPLETED OR IN PROGRESS THIS PERIOD - Runway and taxiway painting. - Punchlist items. 3. BRIEF WEATHER SUMMARY THIS PERIOD INCLUDING APPROXIMATE RAINFALL & PERIODS OF BELOW FREEZING TEMPERATURE 05-30-94 - Holiday 05-31-94 - high - 83* - low - 65, - precip. - 0e 06-01-94 - high - 83' - low - 65' - precip. - 0" 06-02-94 - high - 81' - low - 65' - precip. - 0" 06-03-94 - high - 83' - low - 70' - precip. - 0e ` a. CONTRACT TIME 50 DAYS) S. SUMMARY OF LABORATORY AND FIELD TESTING THIS PERIOD (Note failing tests and any retests. Summarize out-cf- tolerance material. Identify material subject to pay reduction.) None. NO. DAYS CHARGED/ LAST WORKING NO.DAYS REMAINING DAY CHARGED (Date) 38/12 06/3/94 tL uE56RIBE ANTPOPAFED WORK BY C: N?RACTOH FOR NEXT rEAIUD No work anticipated. - Project substantially complete. - Final inspection schedule for June 16, 1994. - This will be the last Weekly Progress Report submitted for this period. 7. PROBLEM AREAS/OTHER COMMENTS (Revisions to plans and specifications approved or denied, delays, difficulties, etc. and actions taken.) RECEIVED 98% of work completed to date; 76% of Contract time charged to date.JUNN 1994 1� .: I Southolrl TQM," t"lorlr SPONSOR'S INSPECTOR OR REPRESENTATNE DATE TYPED OR PRINTED NAME AND TITLE SIGNATURE 6/3/94 Greg Fehrman, Resident Inspector t-UHM OJIU-1 (&W) Supersedes Previous Edition y DATE OF REPORT: 6/3/94 PROJECT: FISHERS ISLAND AIRPORT -ELIZABETH FIELD - RUNWAY 7-25 & 12-30 OVERLAY 1. Rough Estimate of Percent Completion to Date of Construction Phases: P-152 (1) 100% P-153 (2) 100% P-400 (3) 100% P-400 (4) 100% P-409 (5) 100% P-409 (6) 100% P-502 (7) 100% P-503 (8) 100% P-503 (9) 100% P-603 (10) 100% P-612 (11) 100% P-620 (12) 100% P-625 (13) 100% T-906 (14) 0% D-710 (15) 100% D-712 (16) 100% L-108 (17) 100% L-108 (18) 100% L-108 (19) 100% L-108 (20) 100% L-110 (21) 100% L-125 (22) 100% L-125 (23) 100% M-100 (24) 100% M-150 (25) 100% M-200 (26) 100% TRANSMITTAL n r. To: Mr. Phil Knauff Ferry District Commissioner Fisher's Island Ferry District Front of State Street New London, CT 06320 Attn: Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 �1�tk (315) 457-6711 Fax (315)457-9803 Re: Elizabeth Field -Fishers Isl. Airport Runway 7-25 & 12-30 Overlay FAA-AIP No. 3-36-0029-08-93 NYSDOT No. 0913.08 File: 211.006 Date: June 3, 1994 We are sending you X herewith under separate cover via • Original Estimate No. 1 and Claim Voucher, for the above -referenced project. The above are for information X approval revision construction X other Payment REMARKS: If you have any questions, please feel free to contact us. Tf `✓^Ct--ed I] tP not as T+nta� lacca notify �)(+ 4 �.�nn (1.e noted, pie --se notify us t once C&S ENGINEERS, INC. Karen D. Wilds Construction Records Specialist KDW/cb Enclosure cc: Ms. Judith Terry (w/enc.) 'Account Number ............. Invoice -............. Date ................ 19........... TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: or Social Security Number: .................................... Bourgeois .& .Shaw, .Inc. . . .. . . . . . . . . .. . . Payee Reference: Address: lb.Sind.Hill.�toad.................... Phone No. (....►....................... Simsbury, CT 06089 ....................... Vendor Contact Cash Discount .................. % .........Days.................................... Item No. Description of Material/Service Quantity Unit Price Amount 523-12 Air ort Invoice X61 5125/94 489 568.14. Total 489,568.141 Discount Net The undersigned (Claimant) (Acting on behalf of above named claimant) does hereby certify that the foregoing claim is true and correct and that no part thereof has been paid, except as therein stated, and that the balance therein stated is actually due and owing. �... Dated ..► -c-.%. .............. .19 c�4. . �' .. . Signature PAO,JECT: ELIZABETH FIELD -FISHERS ISLAND AIRPORT RUNWAY 7-25 & 12-30 OVERLAY FAA-AIP NO. 3-36-0029-08-93 N.Y.S.D.O.T. NO. 0913.08 TO THE TOWN OF SOUTHOLD: FILE: 211.006 DATE: 5/25/94 ESTIMATE NO 1 Pursuant to the terms of the Contract, dated September 7, 1993, by and between the Town of Southold and Bourgeois & Shaw, Inc., contractor for the construction of the Eliabeth Field -Fisher's Island Airport Runway 7-25 & 12-30 Overlay (FAA-AIP No. 3-36-0029-08-93, NYSDOT No. 0913.08), we hereby submit the First Estimate, for work completed through April 29, 1994: ITEM NO. - DESCRIPTION ORIGINAL I QUANTITY UNIT UNIT F PRICE QUANTITY TO DATE TOTAL $ TO DATE Alternate No. 1 P-152 1. Common Excavation 100.00% L.S. $55,000.00 95.00% $52,250.00 P-158 2. Cold Milling Existing Pavement 17500.00 s.y. $2.00 3903.32 $7,W6.641 P-400 3. Preparation o fE.xisting Pavement Type 1 7000.00 s.y. $2.50 1460.00 $3,650.00 P-400 4. Preparation of Existing Pavement, Type II 100.00% L.S. $95,000.00 95.00% $90,250.00 P-409 5. Bituminous Concrete - Type 6F, Ton 7060.00 tons $65.00 12227.52 $79,788.80' P-409 6. True and Level Course 5190.00 tons $65.00 1465.56 $95,261.40 P-502 7. Full Depth PCC Pavement Repair 285.00 s.y. $100.00 0.00 $0.00 P-503 8. Joint Resealing (PCC) 10350.00 I.f. $1.50 7340.00 $11,010.00 P-503 9. Crack Sealing 2205.00 I.f. $5.00 1371.00 $6,855.00 P-603 10. Bituminous Tack Coat 3785.00 gals $4.00 615.51 $2,462.04 P-612 11. Field Office 100.00% L.S. $5,000.00 38.00% $1,900.00 P-620 12. Runway & Taxiway Painting 32930.00 s.f. $0.75 0.00 $0.00 P-625 13. Sand Slurry Coal -Tar Pitch Emulsion Sealcoat 24780.00 s.y. $1.27 0.00 $0.00' T-90614. Beachgrass 3400.00 s.y. $5.10 0.00 $0.00 D-710 15., Stablization Fabric 3675.00 s.f. $2.00 2700.00 $5,400.00 D-712 16. Rip -Rap Berm 280.00 I.f. $35.00 270.00 $9,450.00 L-108 17. Cable Trenching for the Installation of Underground Cable 790.00 I.f. $5.00 702.00 $3,510.00 L-108 18. No. 8 AWG, 600V, Type C Single Conductor Unerground Cable Installed in Trench/Duct 3465.00 I.f. $3.00 ... 3192.00 $9,576.00 L-10819. No. 8 AWG, 5KV, Type C Single Conductor Unerground Cable Installed in Trench/Duct 410.00 I.f. $3.00 290.00 $870.00 L-108 20. No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Grounding Rods and Exothermic Connections 790.00 I.f. $3.00 790.00 $2,370.001 L-110 21. 2 -inch Diameter Rigid Steel Conduit 360.00 I.f. $15.00 339.00 $5,085.00' L-125 22. Guidance Sign, 4 Characters, Base Mounted, in place 4.00 each $6,000.00 4.00 $24,000.00 L-125 23. Modification of Existing Runway Threshold I Lights 16.00 each $600.00 0.00 $0.001 M-100 24.. Maintenance & Protection of Traffic 100.00% L.S. $55,u00.00 38.00%1 $20,900.00 M-150 25. Project Survey & Stakeout 100.00% L.S. $113,000.00 38.00% $42,940.00 M-200 26. Mobilization 100.00% L.S. $40,000.00 100.00% $40,000.00 STATEMENT OF DAYS CHARGED 50 TOTAL CONTRACT DAYS 19 LESS DAYS CHARGED 31 TOTAL DAYS REMAINING BOURGEOIS & SHA -W,, INC. n BY: TITLE: Gc RGc0.� 1-1�s33_Q_i' DATE: Total Amount of Work Done to Date -------- $515,334.88 Less 5% Retained ----------------- $25,766.74 Amount Recommended for Payment, $489,568.14 Previous Estimates--------------- $0.00 AMOUNT DUE CONTRACTOR, ESTIMATE #1 --- $489,568.14 C&S ENGINEERS, INC. Harold W. Wagner, Jr Division Manager OBM Approved 2120.0065 rmm rvnnrr w v- r to -w) ziupersoaes rrernous tamon PERIOD ENDING U.S. Derpment of Transportation CONSTRUCTION PROGRESS AND INSPECTION REPORT 5/27/94 Fe -1 tral Aviation AIRPORT GRANT PROGRAM PROJECT NUMBER Adlinistration 3-36-0029-08-93 AIRPORr NAME FISHERS ISLAND AIRPORT - ELIZABETH FIELD PROJECT DESCRIPTION CONTRACTOR'S NAME RUNWAY 7-25 & 12-30 OVERLAY BOURGEOIS & SHAW, INC. 1. ROUGH ESTIMATE OF PERCENT COMPLETION TO DATE OF CONSTRUCTION PHASES (Include Herta such as clearing, grading, drainage, bass, surface, IIgh*V, eta) SEE ATTACHED 2 WORK COMPLETED OR IN PROGRESS THIS PERM - Completed sand slurry on runway and apron - Runway painting on R/W 7-25 - General clean-up 3. BRIEF WEATHER SUMMARY THIS PERIOD INCLUDING APPROXIMATE RAINFALL & PERIODS OF BELOW FREEZING TEMPERATURE 05-23-94 - high - 85' - low - 60' - precip. - 0" 05-24-94 - high - 80' - low - 70' - precip. - 0" 05-25-94 - high - 80' - low - 65' - precip. - Trace 05-26-94 - high - 70' - low - 60' - precip. - 0" 05-27-94 - high - 83' - low - 62' - precip. - 0" 4. CONTRACT TIME5. ( 50 DAYS) SUMMARY OF LABORATORY AND FIELD TESTING THIS PERIOD (Note failing tests and ary retests. Summarize out -of- tolerance materiel. Identify material subject to pay reductio,.) None. NO. DAYS CHARGED/ LAST WORKING NO.DAYS REMAINING DAY CHARGED (Date) 34/16 05/27/94 e. DESCRIBE ANY .C!PA v =i-4< S i COvTS-1C-TOR FCR ':OCi F ErlfiJU - Finish runway painting. 7. PROBLEM AREAS/OTHER COMMENTS (Revisions to plans and specifications approved or denied, delays, difficulties, eta and actions taken.) RE«I 97% of work completed to date; 68% of Contract time charged to date. Town Ct Southold SPONSOR'S INSPECTOR OR REPRESENTATIVE DATE TYPED OR PRINTED NAME AND TITLE SIGNATURE 5/27/94 Greg Fehrman, Resident Inspector��9t,� rmm rvnnrr w v- r to -w) ziupersoaes rrernous tamon DATE OF REPORT: 5/27/94 PROJECT: FISHERS ISLAND AIRPORT -ELIZABETH FIELD - RUNWAY 7-25 & 12-30 OVERLAY 1. Rough Estimate of Percent Completion to Date of Construction Phases: P-152 (1) 100% P-153 (2) 100% P-400 (3) 100% P-400 (4) 100% P-409 (5) '.00% P409 (6) 100% P-502 (7) 100% P-503 (8) 100% P-503 (9) 100% P-603 (10) 100% P-612 (11) 68% P-620 (12) 70% P-625 (13) 100% T-906 (14) 0% D-710 (15) 100% D-712 (1 6) 100% L-108 (17) 100% L-108 (18) 100% L-108 (19) 100% L-108 (20) 100% L-110 (21) 100% L-125 (22) 100% L-125 (23) 100% M-100 (24) 68% M-150 (25) 68% M-200 (26) 100% OBM Approved 2120.0065 PAA FORM 5370-1 (8 -Sq &gansdsa PfwAmw Editlon PERIOD E14AW U.:eDepartment of Transportation CONSTRUCTION PROGRESS AND INSPECTION REPORT 5/20/94 Federal Aviation AIRPORT GRANT PROGRAM PROJECT NLJWWR Administration 3-36-0029-08-93 AIRPORT NAME FISHERS ISLAND AIRPORT - ELIZABETH FIELD PROJECT DESCRIPTION RUNWAY 7-25 & 12.30 OVERLAY CONTRAOIOR'S NAME BOURGEOIS 8R SHAW, INC. 1. ROUGH ESTIMATE OF PERCENT COMPLETION TO DATE OF OowTnuanON P - such - dwb%4 Spa, baaa. sud—, IIpM rv. a1y SEE ATTACHED 2 WORK COMPLETED OR IN PROGREas THS PERRIOD - Runway painting on R/W 7-25. - Sand slurry. 3 BRIEF WEATHER SLMAMARY THIS PE IM NCLUD00 APPROXIMATE RAW" i PEF4008 OF BELOW FREE O TEMPERATURE 05-16-94 - high - 70' - low - 48' - precip. - I" 05-17-94 - high - 62' - low - 50' - precip. - 1/20 05-18-94 - high - 60' - low - 53' - precip. - 00- 05-19-94 - high - 65' - low - 48' - precip. - Trace 05-20-94 - high - 66' - low - 50' - precip. - 0' 4. CONTRACT TW( 50 DAYS) 5. 81J1 MdARY OF LABOMTORY AND FIELD TESTING THIS PERIOD (PIoM ft" Us& and wV mWWL ftw wfas cxka ,d.,ane, mamwlal. kW * y walwW added 10 pW reducdon.l None. No. DAYS CHARGED/ LAST WORNM NO.DAYS REMAHW DAY CHARGED Pate) 29/21 05/20/94 0. DESCRIBE AmnCIPATED WOW BY CONTRACTOR FOR NEXT PER70D - Finish sand slurry. - Finish painting of runway. - Preliminary punchiist items. 7. PROBLEM AREAS/OTHER OOMMEMS ra,ftm- b play- and "wditatla- approved or daniad d*Wy% dWkxAima, 9W- and aatlor- Wawa.) RECEIVED 96% of work completed to date; 58% of Contract time charged to date. � 1994 JUN Southold Town ('IPrlr SPONSOR'S INSPECTOR OR REPRESENTATIVE DATE TYPED OR PRINTED NAME AND TITLE Greg Fehrman, Resident Inspector SKMTURE 5/20/94 �avf --- PAA FORM 5370-1 (8 -Sq &gansdsa PfwAmw Editlon DATE OF REPORT: 5/20/94 1 PROJECT: FISHERS ISLAND AIRPORT -ELIZABETH FIELD - RUNWAY 7-25 & 12.30 OVER 1. Rough Estimate of Percent Completion to Date of Construction Phases: P-152 (1) 95% P-153 (2) 100% P-400 (3) 95% P-400 (4) 95% P409 (5) 100% P-409 (6) 100% P-502 (7) 100% P-503 (8) 95% P503 (9) 95% P-603 (10) 100% P-612 (11) 60% P -M (12) 40% P-625 (13) 50% T-906 (14) 0% D-710 (15) 100% D-712 (16) 100% L-108 (17) 100% L-108 (18) 100% L-108 (19) 100% L-108 (20) 100% L-110 (21) 100% L-125 (22) 100% L-125 (23) 100% M-100 (24) 58% M-150 (25) 58% M-200 (26) 100% OBM Approved 2120.0065 3M 5370-1 (s -W suparsadas Prwbus EdMon PERIOD ENDING j U.S. Department of Tfansportation CONSTRUCTION PROGRESS AND INSPECTION REPORT 5/13/94 Federal Aviation AIRPORT GRANT PROGRAM PROJECT NUMBER Administration 3-06-0029-08-93 AIRPORT NAME FISHERS ISLAND AIRPORT - ELIZABETH FIELD PROJECT DESCFMn ON CONTRACTOR'S NAME RUNWAY 7-25 8t 12-00 OVERLAY BOURGEOIS & SHAW, INC. 1. ROUGH ESTIMATE OF PERCENT COMPLETION To DATE OF CONSTRUCTION PHASES ( Iartn such as deekV, greASM, draknpa, bw, suAaoa, Ngte tp, ole,) SEE ATTACHED 2 WORK COMPLETED OR IN PROGFWM THIS PEFi00 RECEIVED - Completed all pavement operations. - Started sand slung sealcoat. MAY 2 ,3 1,D,-- - Runway painting on R/W 12-00. Southold Tru.-. ri -: a BRIEF WEATHER SUMMARY THIS PERIOD INCLUDING APPROXIMATE RAINFALL a PERIODS OF BELOW FREELNG TEMPERATURE 05-09-94 - high - 70* - low - 50- - precip. - 0' 05-10-94 - high - 68* - low - 46' - precip. - 0' 05-11-94 - high - 72* - low - 50' - precip. - 0' 05-12-94 - high - 66' - low - 48' - precip. - Trace 05-13-94 - high - 68' - low - 50' - precip. - 0" a. CONTRACT TIME 50 DAYS) a FIELD SUMMARY OF LABORATORY AND D TESTING THIS PERIOD RJoM fa" % t and any rstatls S,anmar@a oulof- Ioltrartea nmdw%L Ift tly nmdw N sublW to pay mducHw4 Asphalt Type 6F. Sand slurry samples taken. NO. DAYS CHARGED/ LAST WOR.ING NO.DAYS REMAINING DAY CHARGED pato 27/23 05/13/94 tl DESCRIBE ANTKNPATED WORT( BY CONTRACTOR FOR NEXT PERIOD - Finish sand slurry sealcoat. - Finish runway painting. - Punchlist items. 7. PROBLEM AREAS/OTHER COMMENTS PRsrisiam to plant and spocMeNiont apprawd or doo dafays, dXllwKits, ale. and aotbn 1tMtn 93% of work completed to date; 54% of Contract time charged to date. SPONSOR'S INSPECTOR OR REPRESENTATIVE DATE TYPED OR RN:NTED NAME ANO TRLE SIGNATURE 5/13/94 Greg Fehrman, Resident Inspector 00P ..I✓ v `� 3M 5370-1 (s -W suparsadas Prwbus EdMon DATE OF REPORT: 5/13/94 t PROJECT: FISHERS ISLAND AIRPORT-EUZABETH FIELD - RUNWAY 7-25 & 12 -30 -OVERLAY 1. Rough Estimate of Percent Completion to Date of Construction Phases: P-152 (1) 90% P-153 (2) 100% P-400 (3) 95% P-400 (4) 95% P-409 (5) 100% P409 (6) 100% P-602 (7) 100% P-503 (8) 95% P-503 (9) 95% P-603 (10) 100% P-612 (11) 54% P-620 (12) 20% Pf25 (13) 50% T-906 (14) 0% D-710 (15) 100% D-712 (16) 100% L-108 (17) 100% L-108 (18) 100% L-108 (19) 100% L-108 (20) 100% L-110 (21) 100% L-125 (22) 100% L-125 (23) 100% M-100 (24) 54% M-150 (25) 54% M-200 (26) 100% vww Approved 212040065 U.y§. Department PERIOD EMOM of Transportation CONSTRUCTION PROGRESS AND INSPECTION REPORT 5/05/94 Federal Aviation AIRPORT GRANT PROGRAM PFKXI rNUMBER Administration 3-06-0029.08-93 AIRPORT NAME FISHERS ISLAND AIRPORT - ELIZABETH FIELD PROJECT oEscwPnoH RUNWAY 7-25 & 12-30 OVERLAY JBOURGEOIS OoKTRACTCrrs NAME & SHAW, INC. 1. ROUGH ESTIMATE OF PERCENT COMPLETION TO DATE OF 0Mff RUDnoN PHAGE$ "dude mom wAA Y a mme. Otdditq, dtd11�, OW, M�dw, IIphINp, dC.) SEE ATTACHED z. wows COMPLETED OR W PROGREes THIS PERIOD - Paving top on Runway 12-00. - Milled, cleaned, and sealed at Intersection. - T&L and topped Intersection. - Sand slurry. a BRIEF WEATHER SUMMARY THIS PEwOo 1NOLLOM APPFKWMATE RAINFALL. a PERKM of eEW I FRE1EaNa TEMPERATLA'E 05-02-94 - high - 65' - low - 50' - precip. - 0" 05-03-94 - high - 66' - low - 52- - precip. - 0" 05-04-94 - high - 60' - low - 48' - precip. - 0" 05.05-94 - high - 66' - low - 45' - precip. - 1- 05-06-94 - high - 65' - low - 50- - precip. - 1/2" s. CONTRACT TBE ( 50 DAYS) a SUMMARY OF LABORATORv Ave FIELD TEBTM Tws PERIOD pros tVNnp aa. ped wN wI Suffwwdw out ab ,a.,.,�. mdwiaL Wen y wwWA r bob to pry m&xdon.) Asphalt 6F. Sand durry coal tar pitch emulsion sealcoat. NO. DAYS CHARGED/ LAST VKF40NO NO.DAYS REMAWRQ DAY CHARGED 22/28 05/06/94 a DESCRIBE ANTOPATED WORK BY CONTRACTOR FOR NEXT PERIOD • Pave Runway 725 - Sand slurry - Runway painting on 725 7. PROBLEM AREAB/o,HER COMMENTS PWVI"a to pWa and spscft km mWawd or d•rr•4 dit^ drlloullm dL Wid siodais NW.) RECEIVED 66% of work completed to date; 44% of Contract time charged to date.MAS{ 1 1``=> Southold Town Clerk SPONSOR'S INSPECTOR OR REPRESENTATIVE DATE TYPED OR PLANTED NAME AND TRLE SIGNATURE 5/06/94 Greg Fehrman, Resident Inspector rnn rvnm .7Jr V i R-Wjj WPOMPUM rt� cu— liFi 1 rr tir hr -r" Vri i : a/ uo/ `o4 PROJECT: FISHERS ISLAND AIRPORT-EUZASETH FIELD - RUNWAY 7-25 & 12-30 OVERLAY 1. Rough Estimate of Percent Completion to Date of Construction Phases: P-152 (1) 9096 P-153 (2) 10096 P400 (3) 80% P400 (4) 95% P409 (5) 60% P409 (6) 6096 P-602 (7) 100% P-503 (8) 9096 -P-503 (9) 95% P4603 (10) 70% P-612 (11) 44% P-620 (12) 20% P-625 (13) 5% T-906 (14) 0% D-710 (15) W% D-712 (16) 9096 L-108 (17) 100% L-108 (18) 100% L-108 (19) 100% L-108 (20) 100% L-110 (21) 100% L-125 (22) 100% L-125 (23) 100% M-100 (24) 44% M-150 (25) 44% M-200 (26) 100% cis MAY 11 1094 Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 Scuftld Town t.11ork (315) 457-6711 Fax (315) 457-9803 To: Mr. Philip Brito Re: Fishers Island -Elizabeth Field Manager RW 7-25 & 12-30 Overlay (Const) Federal Aviation Administration FAA AIP No. 3-36-0029-08-93 N.Y. Airports District Office NYS PIN 0913.08 181 South Franklin Avenue Valley Stream, NY 11581 Attention: File: 21 1.GG6.003 Date: May 9, 1994 Enclosed please find the following: Three copies of Partial Payment Request No. ONE (Form 271) with attached backup documentation for your review and processing. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. Theresa M. Hopkins Assistant Grants Administrator Enclosures cc: Ms. Judith Terry OBM Approved 2120-0065 HM W/U-T (8'" Supersedes Previous Edition PERIOD ENDING U.S. ,Department c, Transportation CONSTRUCTION PROGRESS AND INSPECTION REPORT 4/29/94 Federal Aviation AIRPORT GRANT PROGRAM Administration PROJECT NUMBER 3-36-0029-08-93 AIRPORT NAME FISHERS ISLAND AIRPORT - ELIZABETH FIELD PROJECT DESCRIPTION CONTRACTORS NAME RUNWAY 7-25 & 12-30 OVERLAY BOURGEOIS & SHAW, INC. 1. ROUGH ESTIMATE OF PERCENT COMPLETION TO DATE OF CONSTRUCTION PHASES (Include lams such as clearing, grading, drainage, bow, surface, lighting. etc.) SEE ATTACHED 2 WORK COMPLETED OR IN PROGRESS THIS PERIOD - Paving Runway 12-00, Runway 30 true and leveled, and Runway 12 top course placed. 3. BRIEF WEATHER SUMMARY THIS PERIOD INCLUDING APPROXIMATE RAINFALL & PERIODS OF BELOW FREEZING TEMPERATURE 04-25-94 - high - 55' - low - 46' - precip. - Trace rain 04-26-94 - high - 52' - low - 47' - precip. - 0' 04-27-94 - high - 60' - low - 45' - precip. - 1' 04-28-94 - high - 60' - low - 45' - precip. - 0' 04-29-94 - high - 50' - low - 42' - precip. - 0' 4. CONTRACT TIME 50 DAYS 5. SUMMARY OF LABORATORY AND FIELD TESTING THIS PERIOD (Note failing tests and any retests. Summarize out -of- tolerance material. identify material subject to pay reduction.) Asphalt testing on 6F. NO. DAYS CHARGED/ LAST WOPoaNG NO.DAYS REMAINING DAY CHARGED (Date) 19/31 04/29/94 S. DESCRIBE ANTICIPATED WORK BY CONTRACTOR FOR NEXT PERIOD - Complete paving oreratic-n Run ay 12-30 - Milling, clean and seal intersection 12-30 and 7-25 - Sand slurry Runway 12-30 - T&L intersection 12-30 and 7-25 7. PROBLEM AREAS/OTHER COMMENTS (Revisions to plans and specftations approved or denied, delays, difficulties, etc. and actions taken.) RECEIVED 40% of work completed to date; 38% of Contract time charged to date. M AY W -0-9:Y Southold Town C Ark SPONSOR'S INSPECTOR OR REPRESENTATNE DATE TYPED OR PRINTED NAME AND TITLE SIGNATURE ) I A 4/29/94 Greg Fehrman, Resident Inspector - — V, ' •i' �J HM W/U-T (8'" Supersedes Previous Edition DATE OF REPORT: 4/29/94 PROJECT: FISHERS ISLAND AIRPORT -ELIZABETH FIELD - RUNWAY 7-25 & 12-30 OVERLAY 1. Rough Estimate of Percent Completion to Date of Construction Phases: P-152 (1) 90% P-153 (2) 50% P-400 (3) 50% P-400 (4) 90% P-409 (5) 30% PA09 (6) 20% P-502 (7) 100% P-503 (8) 90% P-503 (9) 80% P -6W (10) 30% P-612 (11) 38% P-620 (12) 0% P-625 (13) 0% T-906 (14) 0% D-710 (15) 90% D-712 (16) 90% L-108 (17) 100% L-108 (18) 100% L-108 (19) 100% L-108 (20) 100% L-110 (21) 100% L-125 (22) 100% L-125 (23) 0% M-100 (24) 38% M-150 (25) 38% M-200 (26) 100% JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD May 4, 1994 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 Theresa M. Hopkins Asst. Grants Administrator C6S Engineers, Inc. 1020 Seventh North Street Liverpool, New York 13088-6199 Re: Fishers Island -Elizabeth Field R/W 7-25 E 12-30 Overlay (Const.) FAA AIP No. 3-36-0029-08-93 NYS PIN No. 0913.08 Dear Ms. Hopkins: Enclosed are four (4) executed copies of Form 271 for partial payment request No. ONE for the above captioned project at Elizabeth Field, Fishers Island, New York. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures cc: Accounting & Finance JUDITH T. TERRY 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 (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON MAY 3, 1994: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Thomas Wickham to execute Outlay Report and Request for Reimbursement for Construction Programs to the Federal Aviation Administration, for partial payment request no. One, in the amount of $13,703.00, for Runway 7-25 & 12-30 Overlay (Construction) at Elizabeth Field Airport, Fishers Island, all in accordance with the recommendation and approval of C&S Engineers, Inc., the Town's consultants for the project. Judith T. Terry Southold Town Clerk May 4, 1994 q, Approved by Office of Management and PAGE OUTI_0 REPORT AND REQUEST FOR REIMBURSE- Budget No. ao-RO181 1 OF 1 PAGES MFNT FOR CONSTRUCTION PROGRAMS 1. TYPE OF REQUEST 2. BASIS OF REQUEST CLASSIFICATION FINAL ® PARTIAL ® CASH 11 ACCRUAL S. FEDERAL SPONSORING AGENCY AND ORGANIZATIONAL ELEMENT76-- WHICH THIS REPORT IS SUBMITTED 4. FEDERAL GWW OR OTHER IDENTIFYING NUMBER ASSIGNED 5. PARTIAL PAYMENT REQUEST NO. BY FEDERAL AGENCY ONE Federal Aviation Administration - N.Y.A.D.O. 3-36-0029-08-93 a. Administrative expense S. EMPLOYER IDENTIFICATION NO. 7. RECIPIENT ACCOUNT OR OTHER PERIOD COVERED BY THIS REPORT $0.00 IDENTIFYING NUMBER FROM (Month, day, year) TO (Month, day, year) 11-6003307 N/A 9/8/93 4/14/94 9. RECIPIENT ORGANIZATION 10. PAYEE here check should be sent 11 different than Item 9) Name: TOWN OF SOUTHOLD Name: TOWN HALL, 53095 MAIN ROAD $0.00 No. and P.O. BOX 1179 W and Street. SOUTHOLD, NY 11971 street City, City. State and state and ZIP Code: ZIP Code: 11. STATUS OF FUNDS a1/V\UrYW rVrVM ZrI t/ -r0) Prescribed by Office of Management and Budget Cir. No. A-110 PROGRAMS - FUNCTIONS - ACTIVITIES w (b) (c) CLASSIFICATION RUNWAY 7-25 & 12- TOTAL OVERLAY (Constructs ) a. Administrative expense $0.00 $0.00 $0.00 $0.00 b. Preliminary expense $0.00 $0.00 $0.00 $0.00 c. Land, structures, right-of-way $0.00 $0.00 $0.00 $0.00 d. Architectural engineering basic fees $0.00 $0.00 $0.00 $0.00 e. Other architectural engineering fees $0.00 $0.00 $0.00 $0.00 f. Project inspection fees $15,226.59 $0.00 $0.00 $15,226.59 g. Land development $0.00 $0.00 $0.00 $0.00 h. Relocation expense $0.00 $0.00 $0.00 $0.00 1. Relocation payments to individuals and businesses $0.00 $0.00 $0.00 $0.00 j. Demolition and removal $0.00 $0.00 $000 $0.00 k. Construction and project improvement cost $0.00 $0.00 $0.00 $0.00 I. Equipment $0.00 $0.00 $0.00 $0.00 m. Miscellaneous cost $0.00 $0.00 $0.00 $0.00 n. Total cumulative to date (sum of lines a thru m) $15,226.59 $0.00 $0.00 $15,226.59 o. Deductions for program Income $0.00 p. Net cumulative to date (Line n minus line o) $15,226.59 $0.00 $0.00 $15,226.59 q. Federal share to date $13,703.93 $0.00 $0.00 $13,703.93 r. Rehabilitation grants (100% reim- bursement) s. Total Federal share (sum of lines q and r) $13,703.93 $0.00 $0.00 $13,703.93 I. Federal payments previously re- quested $0.00 $0.00 $0.00 u. Amount requested for reimbursement $13,703.93 $0.00 $0.00 $13,703.00 v. Percent of physical completion of project 1.00A 0.0% 0.0% 1.0% 12. CERTIFICATION SIGNATURE OF HORIZED CETRTI G OFFICIAL DATE REPORT SUBMITTED 1 certify that to the best of my knowledge a. RECIPIENT May 3, 1994 and belief the billed costs or disburse- TYPED OR PRINTED NAME AND TITLE TELEPHONE NO. ments are in accordance with the terms THOMAS H. WICKHAM of the project and that the reimbursement TOWN SUPERVISOR (516) 765-1800 represents the Federal share due which has not been previously requested and SIGNATURE OF AUTHORIZED CERTIFYING DATE REPORT SUBMITTED that an inspection has been performed OFFICIAL and all work is in accordance with the b. Representative / terms of the award. certifying to line l 11v. TYPED OR PRINTED NAME AND TITLE TELEPHONE NO. C&S ENGINEERS INC. SHEILA M. FARLEY (315) 455-7981 GRANTS ADMINISTRATOR a1/V\UrYW rVrVM ZrI t/ -r0) Prescribed by Office of Management and Budget Cir. No. A-110 R!FC,FMD APr P, - � = „t Soutbokt lowr, clerk To: Ms. Judith Terry Town Clerk Town of Southold Town Hall 53095 Main Road, PO Box 1179 Southold, NY 11971 Attention: CSS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island -Elizabeth Field R/W 7-25 & 12-30 Overlay (Const.) FAA AIP No. 3-36-0029-08-93 NYS PIN No. 0913.08 File: 211.006.003 Date: 21 -Apr -94 Enclosed please find the following: - Five copies of partial payment request No. ONE (Form 271) with attached backup documentation for your review and signature. Remarks: Please have Mr. Wickham sign four copies of Form 271, and return them to me for distribution. Keep one copy with attached backup documentation for your files. If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. Enclosures' Th r sa M. Hopkins Asst. Grants Administrator FISHERS ISLAND AIRPORT - ELIZABETH FIELD RUNVAY 7-25 A 12-30 OVERLAY (Construction) SOUTHOLD, NY F.A.A. AIP PROJECT 90. 3-36-0029-08-93 N.Y.S.D.O.T. PROJECT 10. 0913.08 SUMMARY OF FEDERAL ELIGIBLE PROJECT COSTS PROGRAM NO. 1 04/21/94 211.006.003 FEDERAL GRANT ESTIMATED TOTAL COST INCURRED COST NON - PROJECT PHASE AGREEMENT AMOUNTS FEDERAL ELIGIBLE FEDERAL ELIGIBLE PARTICIPATING a. ADMINISTRATIVE EXPENSE ......................... 83,000.00 93,000.00 80.00 80.00 b. PRELIMINARY EXPENSE ............................ 90.00 90.00 80.00 90.00 c. LAND, STRUCTURES, RIGHT -OF -NAY ................. 80.00 90.00 80.00 80.00 d. ARCHITECTURAL ENGINEERING BASIC FEES........... 90.00 90.00 90.00 80.00 e. OTHER ARCHITECTURAL ENGINEERING FEES........... 80.00 90.00 90.00 90.00 f. PROJECT INSPECTION FEES ........................ 8130,910.00 8130,910.00 915,226.59 $0.00 g. LAND DEVELOPMENT ............:.................. 80.00 80.00 80.00 80.00 h. RELOCATION EXPENSE ............................. 80.00 80.00 90.00 80.00 i. RELOC PAYMENTS TO INDIV AND BUSINESSES......... 80.00 80.00 80.00 80.00 j. DEMOLITION AND REMOVAL ......................... 80.00 80.00 80.00 80.00 k. CONSTRUCTION AND PROJECT IMPROVEMENT COST...... 91,429,543.00 91,429,543.10 $0.00 80.00 1. EQUIPMENT ...................................... 80.00 80.00 90.00 80.00 s. MISCELLANEOUS COST ............................. 82,000.00 82,000.00 80.00 80.00 -------------------------------------------------------------------------------------------------------------------------------------- TOTAL FEDERAL COSTS 81,565,453.00 91,565,453.10 815,226.59 80.00 ,1 FISHERS ISLAND AIRPORT - ELIZABETH FIELD 04/21/94 RUNVAY 7-25 & 12-30 OVERLAY (Construction)-------- SOUTHOLD, NY 211.006.003 PROJECT INSPECTION FEES ANALYSIS PROGRAM NO. 1 ------------------------------------ Indicates previous submittal FEDERAL STATE NON - SUMMARY: ELIGIBLE ELIGIBLE PARTICIPATING TOTALS: $15,226.59 $13,233.00 $0.00 ------------------------------------------------------------------------ ------------------------------------------------------------------------ RETAINAGE TO DATE: $814.56 SUBTOTAL: $16,041.15 STATE NON- DATE FEDERAL ELIGIBLE ELIGIBLE PARTICIPATING 11/24/93 $5,358.68 $4,734.61 $0.00 01/21/94 $576.39 $475.41 $0.00 02/17/94 $934.95 $803.39 $0.00 03/14/94 $742.23 $637.79 $0.00 04/14/94 $7,614.34 $6,581.80 $0.00 OBM Aporoved 2120OW 'U.S. Department PERM ENOING of Transportation CONSTRUCTION PROGRESS AND INSPECTION REPORT 4/22/94 Federal Aviation AIRPORT GRANT PROGRAM PFKUECT NUMBER Administration 34)029-08-93 AIRPORT NAME FISHERS ISLAND AIRPORT - EUZABETH FIELD PROJECT DESCRIPTION CONTRACTOFrS NAME RUNWAY 7-25 & 12-30 OVERLAY BOURGEOIS & SHAW, INC. 1. ROUGH ESTIMATE OF PERCENT COMPLETION TO DATE OF CONSTRUCTION PHASES (Include Roos such es elwing. grading, drainage, base, surlaoe, lighling, e/e.) SEE ATTACHED L �.v�.il \i/i.Il'i.Cl '•' OR i°t I'i�nC='7X:3 r -U-400- - Relocating sand end of Runway 7 - Rip -rap berm wear completion - Clean and seal cracks runway 12-00 and 7-25 - Cold milling existing pavement Runway 12-00 - Placed underground cable at Runway 7 end - Cleaned existing pavement Runway 12 3. BRIEF WEATHER SUMMARY THIS PERIOD INCLUDING APPROXIMATE RAINFALL NL PERIODS OF BELOW FANG TEMPERATURE 0418-94 - high - 60' - low - 46' - precip. - 0' 0419-94 - high - 62' - low - 46' - precip. - 0" 0420-94 - high - 56' - low - 48' - precip. - 0" 04-21-94 - high - 54' - low - 44' - precip. - 0' 04-22-94 - high - 56' - low - 43' - precip. - 0" ,. CONTRACT TIME 50 DAYS ` & SUMMARY OF LABORATORY AND FIELD TESTING THIS PERIOD (Note hiikq teats and any relsals. Stnrima ize mA-d Iolerance materiel. ld M rnatwial subject to Pal, reduction.) None. NO. DAYS CHARGED/ LAST WORI KING NO.DAYS REMAINING DAY CHARGED (tee) 15/35 04/22/94 & DESCRIBE ANTICIPATED WOFI( BY CONTRACTOR FOR NEXT PEFI00 - Paving Runway 12-30 7. PROBLEM AREAS/OTHER COMMENTS (Revisions to pians and specifications approved or denied, delays, diRlcuftkm etc. and actions talwn.) 22% of work completed to date; 30% of Contract time charged to date. SPONSOR'S INSPECTOR OR REPRESENTATIVE DATE TYPED OR PRINTED NAME AND TITLE SIGNATURE 4/22/94 Greg Fehrman, Resident Inspector to-ov1 oupereauw rrevrora rort"n RECEIVE® NIA`` 1994 Southold Town Clerk DATE OF REPORT: 4/22/94 PROJECT: FISHERS ISLAND AIRPORT -ELIZABETH FIELD - RUNWAY 7-25 & 12.30 OVERLAY 1. Rough Estimate of Percent Completion to Date of Construction Phases: P-152 (1) 80% P-153 (2) 50% P-400 (3) 40% P-400 (4) 80% P-409 (5) 0% P-400 (6) 0% P-502 (7) 100% P-503 (8) 90% P-503 (9) 90% P-603 (10) 0% P-612 (11) 30% P-620 (12) 0% P-625 (13) 0% T-906 (14) 0% D-710 (15) 80% D-712 (16) 80% L-108 (17) 100% L-108 (18) 100% L-108 (19) 100% L-108 (20) 100% L-110 (21) 100% L-125 (22) 100% L-125 (23) 0% M-100 (24) 30% M-150 (25) 30% M-200 (26) 30% OBM Approved 2120 -OC I jjc v PERIOD ENDING U.S. Department 1t[ 94 of Transportation CONSTRUCTION PROGRESS AND INSPECTION REPORT ppR 2, 4/15/94 PROJECT NUMBER Federal Aviation AIRPORT GRANT PROGRAM Administration thold i Ow" �lPtk 3-36-0029-08-93 AIRPORT NAME FISHERS ISLAND AIRPORT - ELIZABETH FIELD PROJECT DESCRIPTION CONTRACTOR'S NAME RUNWAY 7-25 & 12-30 OVERLAY BOURGEOIS & SHAW, INC. t. ROUGH ESTIMATE OF PERCENT COMPLETION TO DATE OF CONSTRUCTION PHASES (Inctude items such as clearing, grading, drainage, base, surface, lighting, eta) SEE ATTACHED 2. WORK COMPLETED OR IN PROGRESS THIS PERIOD - Completion of full depth PCC pavement repair. - Preparation of existing pavement. - Working on portable HMA plant. - Relocating sand. - Placement of guidance signs. 3. BRIEF WEATHER SUMMARY THIS PERIOD INCLUDING APPROXIMATE RAINFALL & PERIODS OF BELOW FREEZING TEMPERATURE 04-09-94 - high - 60' - low - 50' - precip. - 0" 04-11-94 - high - 55' - low - 44- - precip. - 0" 04-12-94 - high - 55' - low - 48' - precip. - 1/2" 04-13-94 - high - 53' - low - 42' - precip. - 1" 04-14-94 - high - 60' - low - 43- - precip. - 0" 04-15-94 - high - 60• - low - 50' - precip. - 0" 4. CONTRACT TIME50 DAYS ) 5. SUMMARY OF LABORATORY AND FIELD TESTING THIS PERIOD (Nate failing tests and any retests. Summarize outof- tolerance material. Identify material subject to pay reduction.) Slump test, 4 cylinder cast and set of 4 beams. NO. DAYS CHARGED/ LAST WORKING NO.DAYS REMAINING DAY CHARGED (Date) 10/40 04/15/94 6. DESCRIBE ANTICIPATED WORK BY CONTRACTOR FOR NEXT PEf110D - Electrical work on Runway 7. - Rip Rap berm and sand relation. - Complete preparation of existing pavement Runway 7-25. - Open Runway 7-25, close 12-30. - Begin milling Runway 12-30. 7. PR08LEM AREAS/OTHER COMMENTS (Revisions to piano and specrkations approved or denied, delays, difficulties, etc. and actions taken.) 13% of work completed to date; 20% of Contract time charged to date. SPONSOR'S INSPECTOR OR REPRESENTATIVE DATE TYPED OR PRINTED NAME AND TTTLE SIGNATURE / 4/15/94 Greg Fehrman, Resident Inspector / it DATE OF REPORT: 4/15/94 PROJECT: FISHERS ISLAND AIRPORT -ELIZABETH FIELD - RUNWAY 7-25 & 12-30 OVERLAY 1. Rough Estimate of Percent Completion to Date of Construction Phases: P-152 (1) 50% P-153 (2) 0% P-400 (3) 0% P-400 (4) 40% P-409 (5) 0% P-409 (6) 0% F-502 (7) 90% P-503 (8) 20% P-503 (9) 50% P-603 (10) 0% P-612 (11) 20% P-620 (12) 0% P-625 (13) 0% T-906 (14) 0% D-710 (15) 0% D-712 (16) 0% L-108 (17) 5% L-108 (18) 0% L-108 (19) 50% L-108 (20) 20% L-110 (21) 10% L-125 (22) 100% L-125 (23) 0% M-100 (24) 20% M-150 (25) 25% M-200 (26) 50% AI:IIMP. CERTIFICATE OF INSURANCE ISSUE DATE (MM/DD/YY) 3/30/94 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE THE ROBERTS AGENCY INC POLICIES BELOW. 31 TUNXIS AVE COMePANIES AFFORDING COVERAGE P O BOX 805 BLOOMFIELD CT 06002 COMPANv A LETTER GREAT AMERICAN INS CO COMPANY B INSURED LETTER GREAT AMERICAN INS CO COMPANY C BOURGEOIS & SHAW INC LETTER CRUM & FORSTER 90 WOLCOTT ROAD COMPANY D SIMSBURY CT 06070 LETTER GREAT AMERICAN INS CO COMPANY E LETTER COVERAGES THIS IS TO CERTIFY THAT 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER LTR POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE (MM/DD/YY) DATE (MM/DD/YY) GENERAL LIABILITY PAC 71712 7 7 4/01/94 4/01/95 GENERAL AGGREGATE s2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $1,000,000 CLAIMS MADE X OCCUR. PERSONAL & ADV. INJURY $1,000,000 OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE $1,000,000 FIRE DAMAGE (Any one fire) $100,000 MED. EXPENSE (Any one person) $5f000 AUTOMOBILE LIABILITY CAP 7 17 12 7 9 4/01/94 4/01/95 COMBINED SINGLE X ANY AUTO LIMIT $1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON -OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY 5530114161 4/01/94 4/01/95 EACH OCCURRENCE $15,000, 000 X UMBRELLA FORM AGGREGATE s30, 000, 00 OTHER THAN UMBRELLA FORM WCP71712 7 6 4/01/94 4/01/95 X STATUTORY LIMITS WORKER'S COMPENSATION EACH ACCIDENT $100,000 AND DISEASE --POLICY LIMIT $500,000 EMPLOYERS' LIABILITY DISEASE --EACH EMPLOYEE $100 1000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS FISHERS ISLAND AIRPORT — ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE RFCFIVFD EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL _3 0 _ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE [j j4 TOWN OF SOUTHOLD APR 6 199 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 53095 MAIN STREET LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. SOUTHOLD NY 1197'Southold lawn Clerk IVVEEA AUTHORIZED R RESE V- FO/N _ - -1 - 4 ACORD 25-S (7190); v - ©ACORD CORPORATION 1990 U.S. Department of Transportation Federal Aviation Administration Mr. Scott L. Harris Supervisor, Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 Dear Mr. Harris; 181 A. JvAm Ate,, &. 505 tidhy m., nV 11581 RECEIVED MAR 16 1009 Solid+ -W Tn,,, Clock Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 Proposed New Rip -Rap Berm and Obstruction Lights - AIP 3-36-0029-08-93 - 93 -AEA -191 NRA Amended This is to advise that the FAA has completed the coordinated review for this new rip -rap berm location and obstruction lights, in conjunction with the above project, and we have no objection. If you have any questions, please call at 516-295-9343. Sincerely, Dan Vornea Airport Engineer 05 U.S. Department of Transportation Federal Aviation Administration MAR 14 1994 Mr. Scott L. Harris Supervisor, Town of Southold Town Hall 53095 Main Road P. O. Box 1179 Southold, New York 11971 Dear Mr. Harris: &. Yom, A bt O�. 181 & 3wiR i9ww, , 6Rm. X5 V dhn M., ny 11581 RECEIVED MAR 15 194 Southold Town Clerk Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 - Construction Equipment and Asphalt Plan Location AIP 3-36-0029-08-93 - 93 -AEA -471 -NRA Reference is made to the Office of the Town Clerk letter dated 10/22/93, and two (2) FAA Forms 7460-1, both dated 10/15/93, transmitted to us via your consultant, C&S Engineers' letter dated 10/27/93, all concerning the above subject. Please be advised that the FAA has completed the coordinated review and we have no objection subject to one comment: During the production of asphalt, NOTAMs must be issued for the location of the plant, regardless if it is on, or off, the airport property. All aircraft approaching the runways must be notified of the construction equipment existing on the airport. If construction equipment is located on, or next to a runway, that runway must be closed. Construction cranes should not be left up during hours of darkness. If you have any questions, please call at 516-295-9343. Sincerely, Dan Vornea Airport Engineer To: Mr. James Kuzloski NYS Dept. of Transportation, Region 10 New York State Office Bldg. Veterans Highway Hauppauge, NY 11787 Attention' Enclosed please find the following: Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island Airport Form AV -20 for Runway 7-25 & 12-30 Overlay (Const.) FAA AIP No. 3-36-0029-08-93 NYS PIN No. 0913.08 File: 211.006 Date: 015. -Jan -94 - Two copies of Form AV -20, Certification of Municipal Contract for Construction for Bourgeois & Shaw Inc., signed and notorized as required for the above referenced project. Remarks: For your review and processing. ------------------------------------------------ -- —--------------____ --- -- ---- If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. cc: Mr. Robert Michaud (2 encl) Ms. Judith Terry "heifla--M. Farley Grants Administrator To. Bruce W. Clark, Project Engineer C&S Engineers, Inc. OFFICE OF TOWN CLERK TOWN OF SOUTHOLD 1020 Seventh North Street Judkh T. Terry, Town Owk Liverpool, New York 13088-6199 Sa ftK NY 11971 FF SUBJECT DATE Fishers island Airport speedy reply FOLD V Runway 7_25 6 12-30 Overlay Jan. 7, 1944 message 1 would appreciate it if you would respond to the attached query from United States Fidelity and Guaranty Co. Thank you. SIGNED DATE OF REPLY REPLY TO FOLD . RECIPIENT SIGNED STYLE #09640 AMSTERDAM Printing and Litho Corp., AMSTERDAM, N. Y. 01981 AP&LCorp. DETACH AND FILE FOR FOLLOW UP ORO INSURANCE UNITED STATES FIDELITY AND GUARANTY COMPANY FIDELITY AND GUARANTY INSURANCE COMPANY FIDELITY AND GUARANTY INSURANCE UNDERWRITERS, INC. STATUS INQUIRY OWNER, OBLIGEE OR ORIGINATING CO. & ADDRESS F TOWN OF SOUTHOLD 53095 MAIN ROAD SOUTHOLD L N 11971 000209 8254 DATE 01/31/94 OUR BOND NO. 27-0120-10505-93-8 REINSURER'S NO. CONTRACTOR BOURGEOIS I. SHAW♦ INCORPORATED 358 ADDRESS SIMSBURY CT DESCRIPTION FISHERS ISLAND AIRPORT ELIZABETH FIELD• RUNWAY 7-25 CONOF TRACT 12-30 OVERLAY OWNER TOWN OF SOUTHOLD CONTRACT PRICE PERFORMANCE BOND L&M PAYMENT BOND EFFECTIVE DATE $194299543 1 $194Z99543 $1.429. 543 09/07/93 WITHOUT PREJUDICING YOUR RIGHT OR AFFECTING OUR LIABILITY UNDER BONDS) DESCRIBED ABOVE, WE WOULD APPRECIATE SUCH OF THE FOLLOWING INFORMATION AS IS NOW AVAILABLE. 1. IF CONTRACT COMPLETED, PLEASE STATE: 2. If CONTRACT UNCOMPLETED, PLEASE STATE: VERY TRULY YOURS, /J BY APPROXIMATE DATE OF COMPLETION APPROXIMATE ACCEPTANCE FINAL CONTRACT PRICE OF WORK (OR FINAL DELIVERY). DATE a APPROXIMATE PERCENTAGE OR DOLLAR AMOUNT OF CONTRACT COMPLETED OR DELIVERED 3. DO YOU KNOW OF ANY UNPAID BILLS FOR LABOR OR MATERIALS: 4. REMAR PLEASE RETURN ORIGINAL OF THIS INQUIRY IN ENCLOSED ENVELOPE TO: FAHARTFORD S. U. NAME: UUX 4013 175 CAPITOL BLVu. ADDRESS: ROCKY HILL, CT OGO67 LUSIFL%j INSURANCE GENERAL FORM STATUS INQUIRY FEDERAL CASES TO BE SUBMITTED IN DUPLICATE. STAMPED, ADDRESSED ENVELOPE TO BE ATTACHED. FS 71 (4-91) (HO) ❑ YES 11 NO It is understood that the information contained herein is furnished as a matter of courtesy for the confidential use of the surety and is merely an expression of opinion. It is also agreed that in furnishing this information, no guaranty or warranty of accuracy or correctness is made and no responsibility is assumed as a result of reliance by the surety, whether such information is furnished by the owner, by an. architect or engineer as the agent of the owner or by a general con- tractor as obligee under the bond. OWNER: BY: SIGNATURE TITLE: DATE: THE LANGUAGE OF THIS FORM IS ACCEPTABLE TO THE SURETY ASSOCIATION OF AMERICA STYLE #09640 AMSTERDAM Printing and Litho Corp., AMSTERDAM, N. Y. c 1981 APS LCorp. DETACH AND FILE FOR FOLLOW UP To: Bruce W. Clark, Project Engineer OFFICE OF TOWN CLERK TONIN OF SOUTHOID C&S Engineers, Inc. JimT.Tetry,TownOft 1020 Seventh North Street SmIllmilk IVY 11871 Liverpool NY 13088-6199 SUBJECT DATE speedy reply FOLD Fishers island Airport Runway 7-25 & 12-30 Overlay Nov. 1, 1993 message Attached is original executed Notice to Proceed to Bourgeois Shaw, Inc. per your instructions of October 12, 1393. 1 1 1 SIGNED DATE OF REPLY REPLY TO FOLD . RECIPIENT SIGNED STYLE #09640 AMSTERDAM Printing and Litho Corp., AMSTERDAM, N. Y. c 1981 APS LCorp. DETACH AND FILE FOR FOLLOW UP BOURGEOIS & SHAW, INC. General Contractors 16 Sand Hill Road Simsbury, Connecticut 06089 (203) 65800448 FAX(203)65105677 TO (DU,C.e mi",, C)� Sc s; k,- ci R_C SOA` 10 , AY lei/ > WE ARE SENDING YOU X Attached ❑ Under separate cover via LCEUTCQ OF TURSO UR. DATE sZV / 5 3 JOB NO. ATTENTION a RE: Su e Qi Cr e ❑ FOR BIDS DUE 7-1 e 0 \ i — F',11 R'ux" 4 :ce ` rc, �,vc' ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Copy of letter ❑ Change order ❑ the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION a As requested ❑ Cr e ❑ FOR BIDS DUE THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use a As requested ❑ For review and comment ❑ FOR BIDS DUE REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 _ ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO .50. F E 401% Pre -Consumer Content • to% Post -Consumer Content SIGNED: SCOTT L. HARRIS SUPERVISOR FAX (516) 765 - 1823 TELEPHONE (516) 765 - 1800 OFFICE OF THE SUPERVISOR TOWN OF SOUTHOLD CERTIFIED MAIL RETURN RECEIPT REQUESTED Bourgeois & Shaw, Inc. 16 Sand Hill Road Simsbury, Connecticut 06089 October 19, 1993 Re: Elizabeth Field Airport - Fishers Island Runway 7-25 & 12-30 Overlay AIP Project No. 3-36-0029-08-93 NYSDOT Project No. 0913.08 Gentlemen: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 RECEIVED OCT 2 71993 BOURGEOIS & SHAW, INC. NOTICE TO PROCEED The Contract Documents pertaining to construction of the Runway 7-25 8 12-30 Overlay Contract have been submitted to and subsequently reviewed and approved by the Town of Southold and the Federal Aviation Administration. You are hereby authorized to proceed with Mobilization, Item M-200, in conformance with the Contract Documents. Authorization to proceed at this time is solely for the purpose of Mobilization and under no circumstances will you be authorized to commence any additional project construction items at this time. A Notice to Proceed for project construction will be issued to you in the Spring, 1994, after you have shown proof that any and all permits required for this project have been obtained. Authorization at this time is issued subject to State final approval and with the understanding that you will provide any additional information and/or documents required to support the Contract Documents, if called for during the review process. Please acknowledge receipt of this Notice to Proceed by signing in the space provided below and return the original and all copies except one in the enclosed self- addressed, envelope. Sincerely, TOWN �OFv/SOUjTHHOLLD__ Scott Louis Harris Supervisor, Town of Southold This will acknowledge receipt of the Notice to Proceed. Contractor:��c9ruosShRw, 1''c Signature and Title of Signing Officer: Date: C%rA�'c 28, IW2 J.Terry Town Hall SENDER: 10 895 936 934 1 Me• Complete items 1 and/or 2 for additional services. I also wish to receive the a • Complete items 3, and 4a & b. following services (for an extra Certified Mail Receipt • Print your name and address on the reverse of this form so that we can fee): • return this card to you. No Insurance Coverage Provided > • Attach this form to the front of the mailpiece, or on the back if space 1. ❑ Addressee's Address Do not use for International Mail o does not permit. UNITED Surfs See Reverse • • Write "Return Receipt Requested" on the ma►lpiece below the article number. a 1' —TATS—CE ) L 2. ❑ Restricted Delivery Sent to I Consult postmaster for fee. m a Bourgeois E Shaw, Inc. Street & No. P 895 936 934 16 Sand Hill Road Bourgeois 6` Shaw, Inc. P.O., State & ZIP Code 4b. Service Type Simsbury CT 06089 16 Sand Hill Road Postage 'I W r Certified Fee cca LU 1.00 Special D Re ri elive w 7. Date of/Delivery % t,j Z n Rece g om:& =red 1.00 eturn.Receing to Who , 5. ate.. 8 Ad ehV* 8. Addressee's Address (Onl) if requested Y T AL Postage ^ & Ffts p( Postmar 4 R CIAnAt11IA iAnantl +� • The Return Receipt will show to whom the article was delivered and the date c delivered. I Consult postmaster for fee. m a 3. Article Addressed to: 4a. Article Number P 895 936 934 ; k' Bourgeois 6` Shaw, Inc. 4b. Service Type 0 16 Sand Hill Road ❑ Registered ❑ Insured 'I Simsbury CT 06089 ® Certified ❑ COD cca LU ❑ Express Mail ❑ Return Receipt for Merchandise w 7. Date of/Delivery % t,j Z 5. ' n ture (Addressee) 8. Addressee's Address (Onl) if requested Y _ and fee is paid) W 4 R CIAnAt11IA iAnantl O a PS Form 3811, December 1991. * U.S.G.P.O.:1M-307-530 DOMESTIC RETURN F JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON OCTOBER 19, 1993: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott L. Harris to execute a Notice to Proceed to Bourgeois E Shaw, Inc., Simsbury, Connecticut, the Contractor for the Elizabeth Field Airport, Fishers Island, Runway 7-25 E 12-30 Overlay project, all in accordance with the recommendation of the Town's consultants for the project, CES Engineers, Liverpool, New York. Judith T. "ferry Southold Town Clerk October 20, 1993 CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 October 12, 1993 Mr. Scott L. Harris Supervisor, Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Re: Fisher's Island Airport Runway 7-25 & 12-30 Overlay AIP Project No. 3-36-0029-08-93 NYSDOT Project No. 0913.08 File: 211.006 Dear Mr. Harris: Enclosed is a sample Notice to Proceed letter to Bourgeois & Shaw, Inc. for the above -referenced Project. Written permission has been received from the Federal Aviation Administration authorizing the Town of Southold to issue a Notice To Proceed to the Contractor. If acceptable, the letter should be retyped in triplicate on Town of Southold stationery and sent by certified mail to Bourgeois & Shaw, Inc. Upon their acknowledgement of receipt, please return one copy of the letter to our office. if you have any questions concerning this tiliRter, please do no' i eikate io cuietact our oft we. Very truly yours, C&S ENGINEERS, INC. Z440 �. Bruce W. Clark Project Engineer BWC:jmc SAMPLE NOTICE TO PROCEED October 12, 1993 Bourgeois & Shaw, Inc. 16 Sand Hill Road Simsbury, CT 06089 Re: Elizabeth Field Airport - Fishers Island Runway 7-25 & 12-30 Overlay AIP Project No. 3-36-0029-08-93 NYSDOT Project No. 0913.08 Gentlemen: The Contract Documents pertaining to construction of the Runway 7-25 & 12-30 Overlay Contract have been submitted to and subsequently reviewed and approved by the Town of Southold and the Federal Aviation Administration. You are hereby authorized to proceed with Mobilization, Item M-200, in conformance with the Contract Documents. Authorization to proceed at this time is solely for the purpose of Mobilization and under no circumstances will you be authorized to commence any additional project construction items at this time. A Notice to Proceed for project construction will be issued to you in the Spring, 1994, after you have shown proof that any and all permits required for this project have been obtained. Authorization at this time is issued subject to State final approval and with the understanding that you will provide any additional information and/or documents required to support the Contract Documents, if called for during the review process. Please acknowledge receipt of this Notice to Proceed by signing in the space provided below and return the original and all copies except one. Sincerely, TOWN OF SOUTHOLD Scott L. Harris Supervisor, Town of Southold SLH:JAS:kal This will acknowledge receipt of the Notice to Proceed. Contractor: Signature and Title of Signing Officer: Date: � r JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD October 22, 1993 Mr. Philip Brito, Manager Federal Aviation Administration New York Airports District Office 181 South Franklin Avenue, Room 305 Valley Stream, New York 11581 Re: Elizabeth Field - Fishers Island Runway 7-25 8 12-30 Overlay Dear Mr. Brito: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 Enclosed are two (2) separate Notices of Proposed Construction of Alteration, FAA Form 7460-1, for the Runway 7-25 S 12-30 Overlay Project at Elizabeth Field Airport, Fishers Island, New York. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures cc: Bruce Clark, C&S Engineers Inc. JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER ��EFOLK�OGy � z OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON OCTOBER 19, 1993: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott L. Harris to execute a Notice of Proposed Construction or Alteration to the U.S. Department of Transportation, Federal Aviation Administration, for the construction of a temporary asphalt manufacturing plant at Elizabeth Field Airport, Fishers Island, to be utilized during the Runway 7-25. and 12-30 Overlay project; all in accordance with the approval of the Town's consultants for the project C&S Engineers, Inc. Judith T. Terry Southold Town Clerk October 20, 1993 CSS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315)457-9803 October 14, 1993 Mr. Scott L. Harris Supervisor, Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Re: Elizabeth Field -Fishers Island Runway 7-25 & 12-30 Overlay FAA AIP Project No. 3-36-0029-08-93 NYSDOT Project No. 0913.08 File: 211.006 Dear Mr. Harris: Enclosed you will find two (2) separate Notices of Proposed Construction or Alteration, FAA Form 7460- 1, for the Runway 7-25 & 12-30 Overlay Project at Elizabeth Field Airport. Please sign both forms and forward them to: Mr. Philip Brito, Manager Federal Aviation Administration New York Airports District Office 181 South Franklin Avenue, Room 305 Valley Stream, New York 11581 We recommend that you make a copy of both forms for your files. If you have any questions, please do not hesitate to contact our office. Very truly yours, C&S ENGINEERS, INC. Bruce W. Clark Project Engineer BWC:jmc Enclosures DO NOT REMOVE CARBONS US CiMorlmeru of fronspawran Federal Mrletiun Administration NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION A. type B. Class IC Work Schedule Dal New Construction ❑ Permanent t Beginning ❑ Alteration ® Temporary (Duration months) End 6 94 3A Name and address of individual, company, corporation, etc. proposing the construction or alteration. (Number, Street. City. State and Zip Code) l 516 765-1823 arta code Telephone Number —Mr. Scott L. Harris Supervisor, Town of Southold TO Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 representative if different than 3 above. Form Approved OMB No. 2120-0001 A Include effective radiated power and assigned Irequency of ail existing. proposed or modified AM. FM, or TV broadcast stations utilizing this structure. B Include size and configuration of power transmission lines and their supporting towers in the vicinity of FAA facilities and public airports C Include information showing site orientation. dimensions and construction materials of the proposed structure A) N/A B) 60 ft + situated as shown on attached plan C) see attached plan D. Description of location of site with respect to highways, streets, airports, prominent terrain features, existing structures. etc. Attach a U.S. Geological Survey quadrangle map or equivalent showing the relationship of construction site to nearest airport(s). (if more space is required, continue on a separate sheet of paper and attach to thri notice.) Temporary asphalt manufacturing plant will be located approximately 1100 ft NE of Runway 30 End, 300 ft (+) from Block Island Sound and on airport property. Notice is required by Part 77 of the Federal Aviation Regulations (14 C.F.R. Part 77) pursuant to Section 1101 of the Federal Aviation Act of 1958, as amended (49 U.S. C. 1101). I Persons who knowingly and willingly violate the Notice requirements of Part 77 are subject to a fine (cnmrnal penalty) of not more than S500 for the first offense and not more than $2.000 for subsequent offenses, pursuant to Section 902(x) of the Federal Aviation Act of 1958. as amended (49 U.S.C. 1472(a)). I HEREBY CERTIFY that all of the above statements made by me are true, complete, and correct to the best of my knowledge. In addition, l agree to obstruction mark and/or light the structure in accordance with established marking & lighting standards if necessary. 17 Date Typed Namerritle of Person Filing Notice Signature 10/15/93 Scott L. Harris - Supervisor, Town of Sou hold Form 7460.1(a.ae) DO NOT REMOVE CARBONS (it more space is required, continue on a separate sheer.) 4. Location of Structure 5. Height and Elevation (Complete to the nearest loot) A. Coordinates ,g Nearest Gty Town and State 'own S C Name of nearest airport. heliport. fiightpark. A. Elevation of site above mean sea level (To nearest second) o? Olt L RO lQ Fishers Island, NY or seaplane base Eliz. Field Airport 10+ o (1) Distance to 4B (1) Distance from structure to nearest point of B. Height of Structure including all I-a/ti77tude 15 9 N/A Miles nearest runway 1100 ft + appurtenances and lighting (it any) above ground, or water if so situated 60+ o + if (2) Direction to 4B (2) Direction from structure to airport C. Overall height above mean sea level (A • B) 114aude 1 27 N/A On Airport 70+ D. Description of location of site with respect to highways, streets, airports, prominent terrain features, existing structures. etc. Attach a U.S. Geological Survey quadrangle map or equivalent showing the relationship of construction site to nearest airport(s). (if more space is required, continue on a separate sheet of paper and attach to thri notice.) Temporary asphalt manufacturing plant will be located approximately 1100 ft NE of Runway 30 End, 300 ft (+) from Block Island Sound and on airport property. Notice is required by Part 77 of the Federal Aviation Regulations (14 C.F.R. Part 77) pursuant to Section 1101 of the Federal Aviation Act of 1958, as amended (49 U.S. C. 1101). I Persons who knowingly and willingly violate the Notice requirements of Part 77 are subject to a fine (cnmrnal penalty) of not more than S500 for the first offense and not more than $2.000 for subsequent offenses, pursuant to Section 902(x) of the Federal Aviation Act of 1958. as amended (49 U.S.C. 1472(a)). I HEREBY CERTIFY that all of the above statements made by me are true, complete, and correct to the best of my knowledge. In addition, l agree to obstruction mark and/or light the structure in accordance with established marking & lighting standards if necessary. 17 Date Typed Namerritle of Person Filing Notice Signature 10/15/93 Scott L. Harris - Supervisor, Town of Sou hold Form 7460.1(a.ae) DO NOT REMOVE CARBONS DO NOT REMOVE CARBONS Form Approved OMB No. 2120-0001 © Aeronautical Study Number USDepwffwnr of Transponown NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION Federal Aviation Adminietratlon - --- c. t.ompiete uescripnort or btructure A. Type B.ETemporary C. work Schedule Date A Include effective radiated power andassignedfrequency of 11 New Construction nent Beginning 3 �94 all existing. proposed or modified AM. FM or TV broadcast ❑ Alterationstations utilizing this structure (Duration -_3 months) End 6/94 8 Include size and configuration of power transmission Imes 3A. Name and address of individual, company, corporation, etc. proposing the and their supporting towers in the vicinity of FAA facilities construction or alteration. (Number. Street. City. State and Zip Code) and public airports l 5161 765-1823 C Include information showing site orientation. dimensions W" code Telephone Number and construction materials of the proposed structure FMr. Scott L. Harris A) N/A Supervisor, Town of Southold B) N/A TO Town Hall, 53095 Main Road P.O. Box 1179 C) See attached plan Southold, New York 11971 , proponent's than 3 above. (it more space is required, continue on a separate sheet.) 4. Location of Structure S. Height and Elevation (Compote to the nearest toot) A. Coordinates Nearest C1ty, writ 4dat� C Name of nearest airport. heliport. flightpark, A. Elevation of site above mean sea level (To nearest second) Ow D I O►i ai 1p or seapl e b 10+ I s ers slang, NY Eliz. PVT Airport _ o 91 (1) Distance to 4B (1) Distance from structure to nearest point of B. Height of Structure including all 4 rude 15 15 N/A Miles nearest runway On Runway appurtenances and lighting (if any) above 25+ ground, or water if so situated _ o ' " (2) Direction to 4B (2) Direction from structure to airport C. Overall height above mean sea level (A - 8) Longitude 1 58 N/A On Airport 35+ D. Description of location of site with respect to highways, streets, airports. prominent terrain features, existing structures, etc. Attach a U.S. Geological Survey quadrangle map or equivalent showing the relationship of construction site to nearest airport(s). (it more space is required, continue on a separate sheet of paper and attach to this notice.) Construction equipment will be located near or on the airport runways and will also travel to and from the temporary asphalt manufacturing plant, which will be situated 1100 ft (+) NE of R/W 30 End and 300 ft (+) from Block Island Sound. E ui ment will Notice is required by Part 77 of the Federal Aviation Regulations (14 C.F.R. Part 77) pursuant to Section 1101 of the Federal Aviation Act of 1958, as amended (49 U.S.C. 1101 rope r ty Persons who knowingly and willingly violate the Notice requirements of Part 77 are subject to aline (criminal penalty) of not more than $500 for the first offense and not mor than $2,000 for subsequent offenses, pursuant to Section 902(a) of the Federal Aviation Act of 1958, as amended (49 U.S.C. 1472(a)). I HEREBY CERTIFY that all of the above statements made by me are true, complete, and correct to the best of my knowledge. In addition, I agree to obstruction mark and/or light the structure in accordance with established marking & lighting standards if necessary. Date Typed Name/Title of Person Filing Notice Signature �� 10/15/93 Scott L. Harris - Supervisor, Town of So hold _ 7460.1(m) DO NOT REMOVE CARBONS 702 I / (lleittit ,Q�o .J �- 52 / / 89 i I1 10 r �<E C 44arth 11 V 1 F37\S '. 16 /Iji S 0 e `� ; •SiChy I iF �� • i �. Beach Har 4 "A Harrbpor Suver Eel Cove I gm ( \ -N /� \ U S COAST GUARD t '4 65 , . ) 1 `S / C,G If STS; Ib �' �� 17V 1 ,, 1 Ir- � �s ♦ \ r 1 NEW LONDON )CONN . Qu/DRAl-!GAF_ l4 0 30J ITER p E n J E� lith Field * l8 LAND S P4+� sea rlMliv is `� - -- -- - 2 % 11 O jj 30 2'30" * i �v> INTERIOR -GEOLOGICAL SURVEY, RESTON. VIRGINIA -1988 * 2 540 000 FEET (N. Y.) '50 '5100OnE 72 ELIZABETH FIELD( I LOCATION MAP 10o est - Harbor _ - `� s * Oooas � Q 0 _ iHsi ' k� 0 ��( l• •( j ITER p E n J E� lith Field * l8 LAND S P4+� sea rlMliv is `� - -- -- - 2 % 11 O jj 30 2'30" * i �v> INTERIOR -GEOLOGICAL SURVEY, RESTON. VIRGINIA -1988 * 2 540 000 FEET (N. Y.) '50 '5100OnE 72 ELIZABETH FIELD( I LOCATION MAP C JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD October 22, 1993 Sheila M. Farley Grants Administrator C&S Engineers Inc. 1020 Seventh North Street Liverpool, New York 13088 Re: Fishers Island - Elizabeth Field Runway 7-25 E 12-30 Overlay Dear Ms. Farley: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 Enclosed herewith are five (5) copies of Form AV -20 which have been executed by Town Attorney Arnoff, with a notary witness and notary stamp. I have retained one copy with attachments for our files. Enclosures (5) cc: Accounting E Finance Very truly yours, Judith T. Terry Southold Town Clerk JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER �oc��FFOIK��Gy o tip •�• OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON OCTOBER 19, 1993: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Town Attorney Harvey A. Arnoff to execute Certification of Municipal Contract for Construction/ Equipment Purchase, for the New York State Department of Transportation, Airport/Aviation Capital Grant Program, with regard to the contract with Bourgeois & Shaw Inc. for Runway 7-25 & 12-30 Overlay (Construction) project at Elizabeth Field Airport, Fishers Island, New York. Judith T. Terry Southold Town Clerk October 20, 1993 WPM OUT 12 1993 To: Ms. Judith Terry Sots Fown CINA Town Clerk Town of Southold Town Hall 53095 Main Road, PO Box 1179 Southold, NY 11971 Attention: Enclosed please find the following: cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island -Elizabeth Field Runway 7-25 & 12-30 Overlay FAA AIP No. 3-36-0029-08-93 NYS PIN No. 0913.08 File: 211.006.003 Date: 07 -Oct -93 - Six copies of Form AV -20, Certification of Municipal Contract for Construction with required justification and bid tab for your review and appropriate signatures. Remarks: Please have the town attorney sign five copies of Form AV -20 with a notary witness and notary stamp, and return them to me for distribution to state agencies. Keep one copy of the form with attachments for your files. If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. Enclosures ,_ cc: Mr. R. Philip Knauff Sheila M. Farley 1 Grants Administrator AV -20 211.006 NEW YORK STATE DEPARTMENT OF TRANSPORTATION AIRPORT/AVIATION CAPITAL GRANT PROGRAM CERTIFICATION OF MUNICIPAL CONTRACT FOR CONSTRUCTION/EQUIPMENT PURCHASE Instructions 1. This form should be submitted in quadruplicate to the appropriate NYSDOT Regional Office as soon as possible after the contract signing and an accepted copy must be on file in the Comptroller's Office before requests for State reimbursement can be processed. 2. In the case of multiple contracts as in a building construction contract encompassing multiple State Grants use a separate certification for each Grant and provide the allocated portion of costs. In both cases, provide appropriate cross-references. Contract Data (a) Airport: Fishers Island Airport - Elizabeth Field (b) Contract Description and Locations: Runway 725 & 12-30 Overlay (Construction) (c) Municipal Corporation Designation Number, if any: (d) Contractor Name and Address: Bourgeois & Shaw incorporated 16 Sand Hill Road Simsbury, CT 06089 (e) Total Contract Amount: $1,429,543.10 (f) Total State Eligible Amount if different from (e): (g) State Share: $71,477.15 (h) State PIN: 0913.08 (i) State Comptroller Grant No. K - Maximum Project Cost $1,565,453.00 Maximum State Amount $78,273.00 0) Federal Grant Number 3-36-0029-08-93 Amount $1,408,907.00 Certification I, Harvey Arnoff, with offices at Gatz, Arnoff & Czygier, 16 West Main Street, Riverhead, New York 11901, am the Attorney for the Town of Southold, and have reviewed this contract entered into on September 7, 1993 between the Town of Southold and Bourgeois & Shaw Incorporated, 16 Sand Hill Road, Simsbury, CT 06089, for $1,429,543.10 and certify to the following: 1. This Contract has incorporated the contract provisions specified in Addendum No. 1, Schedule 1 and Appendix A of the referenced NYS Grant Agreement. 2. The award of this contract was based on public advertisement and competitive bidding, and conforms to all State and local laws. MRA211\00MMIM.1 October 4, 1993 1.18.% 3. The award of this contract was made to the lowest bidder from at least three bids received and opened on August 18, 1993 . (If this statement cannot be made because the award to the lowest responsible bidder was not the lowest bid received, or if less than three bids were received, or if the awarded bid was not within 20% of the Engineer's Estimate, then cross out this statement from the certification and attach the following: 1. Engineer's Estimate 2. Certificated copy of Bid Tabulation 3. Justification for making the award under these conditions. 4. The execution of this contract (or purchase order in the case of equipment purchase) by the municipality was specifically authorized by resolution passed on September 8, 1993 by its governing body. 5. The contractor has submitted to the municipality executed copies of Performance Bond and Labor & Material Bonds in amounts that are equal to or greater than the value of the contract (not required for equipment purchase). 6. The contractor has submitted an executed non -collusion certification as part of his bid for this contract. 7. The contractor has provided the municipality with proof that liability insurance has been obtained in the amounts specified in the Grant Agreement for this project. 8. The contract or purchase order is properly executed by both the municipality and the contractor. 9. Any or all of the above documents will be submitted to the NYSDOT upon their request. Acknowledgement of Attorney's Signature by Not; y bC.: October 19, 1993 Date JUDITH T. TERRY No 162--0344963 York Qualified in Suffolk county/ Owmission Expires May 31. 19.� ACCEPTED BY N.Y.S.D.O.T.: Date Accepted for the State Comptroller: Date AV20 (10/81) October 4, 1993 AMA211\006\FI tEM.1 1.18.93 JUSTIFICATION OF AWARD Project Title: Runway 7-25 & 12-30 Overlay (Construction) FAA AIP No. 3-36-0029-08-93 NYS PIN No. 0913.08 Four bids were received and opened on August 18, 1993. Due to the difficult economic environment, bids ranged from slightly below 20% of the engineer's estimate to slightly above 20% of the estimate. The lowest bid was reviewed, was found to be in order, and was considered reasonable. Therefore, a recommendation of award was made to the lowest bidder: Bourgeois & Shaw, Inc. 16 Sand Hill Road Simsbury, CT 06089 September 28, 1993 AMA21Iw0MMM.1 12.10.92 ELIZABETH FIELD AIRPORT-FISHERS ISLAND IENGINEERIS OPINION OF I TOWN OF SOUTHOLD, NY (CONSTRUCTION COST I R/W 7-25 & 12-30 OVERLAY IC&S ENGINEERS, INC. 1BOURGEOIS & SHAW INCORPORATED (NORTHEASTERN ENTERPRISES, INC.( FAA-AIP NO. 3-36-0029-08-93 11020 SEVENTH NORTH STREET 116 SAND HILL ROAD 1232 RIXTOWN ROAD NYSDOT PROJECT NO. 0913.08 ILIVERPOOL, NEW YORK 13088 ISIMSBURY, CT 06089 INORWICH, CT 06360 BASE BID I I I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ITEM FAA I I I UNIT I UNIT ( UNIT NO. SPEC NOI DESCRIPTION I QUANTITY UNITS PRICE TOTAL PRICE TOTAL PRICE TOTAL --------------------------------------------------------------------------------------- 1 P-152 ICOMMON EXCAVATION 1 LS - - $35,000.00 $35,000.00 $55,000.00 $55,000.00 $10,179.52 $10,179.52 2 P-153 ICOLD MILLING EXISTING PAVEMENT ( 14,750 SY $8.00 $118,000.00 $2.00 $29,500.00 $3.57 $52,657.50 3 P-400 1PREPARATION OF EXISTING PAVEMENT, TYPE 1 I 5,000 SY $5.00 $25,000.00 $2.50 $12,500.00 $8.73 $43,650.00 4 P-400 1PREPARATION OF EXISTING PAVEMENT, TYPE 11 1 LS $30,000.00 I $30,000.00 $95,000.00 I $95,000.00 $31,199.21 $31,199.21 I 5 P-409 JBITUMINOUS CONCRETE - TYPE 6F, TOP 4,950 TON $90.00 $445,500.00 $65.00 $321,750.00 $64.95 $321,502.50 6 P-409 ITRUE AND LEVEL COURSE 3,665 TON $90.00 $329,850.00 I $65.00 $238,225.00 $63.86 ( $234,046.90 7 P-502 IFULL DEPTH PCC PAVEMENT REPAIR 275 SY $250.00 I $68,750.00 $100.00 I $27,500.00 I $353.00 I $97,075.00 8 P-503 IJOINT RESEALING (PCC) 6,900 LF $4.00 $27,600.00 $1.50 $10,350.00 $3.51 $24,219.00 9 P-503 ICRACK SEALING ( 2,205 LF $6.00 $13,230.00 $5.00 $11,025.00 $3.51 $7,739.55 10 P-603 JBITUMINOUS TACK COAT 2,660 GAL $1.75 ( $4,655.00 $4.00 I $10,640.00 ( $2.00 $5,320.00 11 P-612 IFIELD OFFICE 1 LS $11,000.00 $11,000.00 $5,000.00 ( $5,000.00 $10,000.00 $10,000.00 12 P-620 IRUNWAY & TAXIWAY PAINTING 32,930 SF $1.00 $32,930.00 $0.75 I $24,697.50 $0.48 $15,806.40 13 P-625 ISAND SLURRY COAL-TAR PITCH EMULSION SEALCOAT 14,975 SY $2.00 $29,950.00 $1.27 $19,018.25 $1.29 $19,317.75 14 T-906 IBEACHGRASS 3,400 SY $8.00 $27,200.00 ( $5.10 $17,340.00 $25.50 $86,700.00 15 D-710 ISTABILIZATION FABRIC 3,675 SF $0.25 $918.75 $2.00 I $7,350.00 $0.50 $1,837.50 16 D-712 IR1P-RAP BERM 280 LF $125.00 $35,000.00 $35.00 $9,800.00 $100.00 ( $28,000.00 17 L-108 (CABLE TRENCHING FOR THE INSTALLATION OF I UNDERGROUND CABLE 790 LF ( $6.00 $4,740.00 $5.00 $3,950.00 ( $5.00 $3,950.00 18 L-108 IND. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT ( 3,465 LF $1.00 $3,465.00 ( $3.00 I $10,395.00 ( $2.15 $7,449.75 19 L-108 IND. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR I I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT i 410 LF I $1.00 I $410.00 ( $3.00 I $1,230.00 I $2.50 I $1,025.00 20 L-108 IND. 8 AWG, BARE COPPER COUNTERPOISE WIRE I I I I I I I INSTALLED IN TRENCH INCLUDING GROUNDING RODS I I I I I I I I AND EXOTHERMIC CONNECTIONS 790 LF $1.00 $790.00 $3.00 I $2,370.00 I $2.00 I $1,580.00 21 L-110 I2-INCH DIAMETER RIGID STEEL CONDUIT I 360 LF I $15.00 i $5,400.00 I $15.00 I $5,400.00 I $9.50 I $3,420.00 22 L-125 IGUIDANCE SIGN, 4 CHARACTERS, BASE I I I I I I I MOUNTED, IN PLACE I 4 EACH I $3,000.00 I $12,000.00 I $6,000.00 I $24,000.00 ( $10,150.00 I $40,600.00 23 L-125 (MODIFICATION OF EXISTING RUNWAY THRESHOLD I I I I I I I page 1 ELIZABETH FIELD AIRPORT -FISHERS ISLAND IENGINEERIS OPINION OF I TOWN OF SOUTHOLD, NY (CONSTRUCTION COST R/W 7-25 & 12-30 OVERLAY IC&S ENGINEERS, INC. (BOURGEOIS & SHAW INCORPORATED INORTHEASTERN ENTERPRISES, INC.( FAA-AIP NO. 3-36-0029-08-93 11020 SEVENTH NORTH STREET 116 SAND HILL ROAD 1232 RIXTOWN ROAD i NYSDOT PROJECT NO. 0913.08 ILIVERPOOL, NEW YORK 13088 ISIMSBURY, CT 06089 INORWICH, CT 06360 1 BASE BID I I I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ITEM FAA I I I UNIT I I UNIT I I UNIT I I NO. SPEC NOI DESCRIPTION 1 QUANTITY UNITS ( PRICE ( TOTAL 1 PRICE 1 TOTAL I PRICE I TOTAL 1 1 LIGHTS 1 8 EACH I $150.00 ( $1,200.00 1 $600.00 1 $4,800.00 I $450.00 i $3,600.00 1 24 M-100 IMAINTENANCE AND PROTECTION OF TRAFFIC I 1 LS I $30,000.00 1 $30,000.00 I $55,000.00 1 $55,000.00 I $99,835.00 1 $99,835.00 1 25 M-150 1PROJECT SURVEY & STAKEOUT 1 1 LS 1 $15,000.00 I $15,000.00 1 $113,000.00 I $113,000.00 I $12,895.00 1 $12,895.00 1 26 M-200 IMOBILIZATION 1 1 LS 1 $52,411.25 1 $52,411.25 1 $40,000.00 1 $40,000.00 1 $44,897.50 1 $44,897.50 1 ------------I----------------------------------------------1----------------1--------------1---------------i--------------I---------------1--------------I---------------1 ITOTAL BID I I I $1,360,000.00 1 1 $1,154,840.75 1 1 I $1,208,503.08 1 I I (BID SECURITY I I I I I I I I I 15 I % BID BOND I 1 1 I I 5% BID BOND 1 I I 1* DENOTES BIDDER'S ERROR, THE CORRECTED -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I VALUE IS SHOWN. I i I C&S ENGINEERS, INC. JOB NUMBER: 211.006 BID TABULATION I CERTIFY THAT THIS IS A TRUE AND CORRECT TABULATION OF SIGNED: page 2 BIDS RECEIVED AUGUST 18, 1993. DATE: 19 -Aug -93 ELIZABETH FIELD AIRPORT-FISHERS ISLAND I I TOWN OF SOUTHOLD, NY I I I R/W 7-25 8 12-30 OVERLAY IFALVEY CONSTRUCTION CORP. ICHESTERFIELD ASSOCIATES, INC. FAA-A1P NO. 3-36-0029-08-93 1184 ROUTE 81, BLDG. 2 15 COUNTRY ROAD NYSDOT PROJECT NO. 0913.08 IP.O. BOX 699 IWESTHAMPTON BEACH, NY 11978 BASE -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- BID IKILLINGWORTH, CT 06419 I ITEM FAA I I I UNIT I UNIT UNIT NO. SPEC NOI DESCRIPTION I QUANTITY UNITS I PRICE I TOTAL I PRICE I TOTAL I PRICE ( TOTAL I 1 P-152 (COMMON EXCAVATION I 1 LS ( $20,200.00 I $20,200.00 I $22,000.00 I $22,000.00 I I I 2 P-153 ICOLD MILLING EXISTING PAVEMENT I 14,750 SY I $3.00 I $44,250.00 I $4.22 I $62,245.00 I I I 3 P-400 (PREPARATION OF EXISTING PAVEMENT, TYPE 1 I 5,000 SY I $7.73 I $38,650.00 I $10.50 I $52,500.00 I I I 4 P-400 (PREPARATION OF EXISTING PAVEMENT, TYPE 11 I 1 LS I $30,000.00 I $30,000.00 ( $61,791.00 I $61,791.00 I ( I 5 P-409 (BITUMINOUS CONCRETE - TYPE 6F, TOP i 4,950 TON I $97.54 I $482,823.00 ( $121.50 I $601,425.00 I I I 6 P-409 ITRUE AND LEVEL COURSE I 3,665 TON I $105.40 I $386,291.00 I $121.50 I $445,297.50 I I I 7 P-502 (FULL DEPTH PCC PAVEMENT REPAIR I 275 SY I $200.00 I $55,000.00 I $422.50 I $116,187.50 I I I 8 P-503 IJOINT RESEALING (PCC) I 6,900 LF I $2.00 I $13,800.00 I $4.50 I $31,050.00 I I I 9 P-503 ICRACK SEALING I 2,205 LF I $3.51 I $7,739.55 I $4.50 I $9,922.50 I ( I 10 P-603 (BITUMINOUS TACK COAT ( 2,660 GAL I $4.00 I $10,640.00 I $3.90 I $10,374.00 ( I I 11 P-612 (FIELD OFFICE I 1 LS I $68,200.00 I $68,200.00 I $30,000.00 I $30,000.00 I I I 12 P-620 IRUNWAY & TAXIWAY PAINTING I 32,930 SF I $0.50 ( $16,465.00 I $0.63 I $20,745.90 I I I 13 P-625 ISAND SLURRY COAL-TAR PITCH EMULSION SEALCOAT I 14,975 SY I $2.80 I $41,930.00 ( $1.65 I $24,708.75 I I I 14 T-906 IBEACHGRASS I 3,400 SY 1 $23.20 I $78,880.00 I $4.30 I $14,620.00 I I i 15 D-710 ISTABILIZATION FABRIC I 3,675 SF I $0.50 I $1,837.50 ( $0.75 I $2,756.25 I I 16 D-712 IRIP-RAP BERM I 280 LF ( $60.00 I $16,800.00 I $190.00 I $53,200.00 I I I 17 L-108 ICABLE TRENCHING FOR THE INSTALLATION OF I I I ( I I I I I UNDERGROUND CABLE I 790 LF I $19.25 I $15,207.50 I $5.00 I $3,950.00 I I I 18 L-108 IND. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR I I I I I I I I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT I 3,465 LF I $0.60 I $2,079.00 ( $3.90 I $13,513.50 I I 19 L-108 IND. 8 ANG, 5KV, TYPE C SINGLE CONDUCTOR I I I I I I I I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT I 410 LF I $1.00 I $410.00 I $4.55 I $1,865.50 I I I 20 L-108 IND. 8 AWG, BARE COPPER COUNTERPOISE WIRE I I I I I I INSTALLED IN TRENCH INCLUDING GROUNDING RODS I I I ( I I I I AND EXOTHERMIC CONNECTIONS I 790 LF I $0,70 1 $553.00 I $4.42 I 53,491.80 I I I 21 L-110 I2-INCH DIAMETER RIGID STEEL CONDUIT I 360 LF I $3.00 I $1,080.00 I $11.50 I $4,140.00 I I I 22 L-125 (GUIDANCE SIGN, 4 CHARACTERS, BASE I I I I I I I I MOUNTED, IN PLACE I 4 EACH I $6,365.00 I $25,460.00 I $5,977.40 I $23,909.60 ( I 23 L-125 IMODIFICATION OF EXISTING RUNWAY THRESHOLD I I I I I I I I page 3 ELIZABETH FIELD AIRPORT -FISHERS ISLAND TOWN OF SOUTHOLD, NY R/W 7-25 & 12-30 OVERLAY IFALVEY CONSTRUCTION CORP. ICHESTERFIELD ASSOCIATES, INC. FAA-AIP NO. 3-36-0029-08-93 1184 ROUTE 81, BLDG. 2 15 COUNTRY ROAD NYSDOT PROJECT NO. 0913.08 IP.O. BOX 699 (WESTHAMPTON BEACH, NY 11978 BASE BID -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- IKILLINGWORTH, CT 06419 I ITEM FAA I i i UNIT UNIT UNIT I NO. SPEC NOI DESCRIPTION -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I QUANTITY UNITS I PRICE I TOTAL PRICE I TOTAL PRICE I TOTAL I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- LIGHTS i 8 EACH I $260.00 I $2,080.00 ( S531.70 ( $4,253.60 I I I 24 M-100 IMAINTENANCE AND PROTECTION OF TRAFFIC ( 1 LS I $40,400.00 I $40,400.00 $50,000.00 I $50,000.00 I I 25 M-150 IPROJECT SURVEY & STAKEOUT I 1 LS I $29,000.00 I $29,000.00 I $10,000.00 I 510,000.00 I I I 26 M-200 (MOBILIZATION I 1 LS I $59,486.00 I $59,486.00 I $60,000.00 I $60,000.00 I ------------I----------------------------------------------I----------------I--------------I---------------I--------------I---------------I--------------I--------------- ITOTAL BID I I I $1,489,261.55 I I $1,733,947.40 ( I I IBID SECURITY I I I I I I 5% BID BOND I I I ( I I I 5% BID BOND I I I I I I* DENOTES BIDDER'S ERROR, THE I CORRECTED VALUE IS SHOWN. I I I I I I I I I I I I I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- C&S ENGINEERS, INC. I CERTIFY THAT THIS IS A TRUE AND CORRECT TABULATION OF BIDS RECEIVED AUGUST 18, 1993. JOB NUMBER: 211.006 BID TABULATION SIGNED: tel/- I,GLtc t t DATE: 19 -Aug -93 page 4 ELIZABETH FIELD AIRPORT-FISHERS ISLAND IENGINEERIS OPINION OF TOWN OF SOUTHOLD, NY (CONSTRUCTION COST I R/W 7-25 & 12-30 OVERLAY IC&S ENGINEERS, INC. (BOURGEOIS & SHAW INCORPORATED INORTHEASTERN ENTERPRISES, INC.) FAA-AIP NO. 3-36-0029-08-93 11020 SEVENTH NORTH STREET 116 SAND HILL ROAD 1232 RIXTON ROAD 1 NYSDOT PROJECT NO. 0913.08 ILIVERPOOL, NEW YORK 13088 ISIMSBURY, CT 06089 INORWICH, CT 06360 1 ALTERNATE NO. 1 I I I I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ITEM FAA I I I UNIT I I UNIT I I UNIT I I NO. SPEC NOI DESCRIPTION I QUANTITY UNITS I PRICE I TOTAL I PRICE I TOTAL I PRICE 1 TOTAL 1 -------------------- 1 P-152 ------ - ICOMMON EXCAVATION I 1 LS 1 $35,000.00 I $35,000.00 I $55,000.00 I $55,000.00 I $10,179.52 1 $10,179.52 2 P-153 ICOLD MILLING EXISTING PAVEMENT I 17,500 SY I $8.00 ( $140,000.00 1 $2.00 1 $35,000.00 I $3.57 1 $62,475.00 1 3 P-400 (PREPARATION OF EXISTING PAVEMENT, TYPE I 1 7,000 SY I $5.00 1 $35,000.00 I $2.50 I $17,500.00 I $8.73 I $61,110.00 I 4 P-400 (PREPARATION OF EXISTING PAVEMENT, TYPE 11 1 1 LS i $40,000.00 I $40,000.00 I $95,000.00 1 $95,000.00 1 $39,581.21 1 $39,581.21 5 P-409 1BITUMINOUS CONCRETE - TYPE 6F, TOP 1 7,060 TON 1 $90.00 1 $635,400.00 1 $65.00 ( $458,900.00 I $61.26 1 $432,495.60 6 P-409 ITRUE AND LEVEL COURSE ( 5,190 TON 1 $90.00 I $467,100.00 I $65.00 I $337,350.00 I $58.36 1 $302,888.40 7 P-502 (FULL OEPIH PCC PAVEMENT REPAIR I 285 SY 1 $250.00 1 $71,250.00 1 $100.00 ( $28,500.00 I $353.00 I $100,605.00 8 P-503 IJOINT RESEALING I 10,350 LF 1 $4.00 ( $41,400.00 1 $1.50 1 $15,525.00 1 $3.51 1 $36,328.50 9 P-503 ICRACK SEALING 1 2,205 LF 1 $6.00 1 $13,230.00 1 $5.00 I $11,025.00 1 $3.51 I $7,739.55 10 P-603 (BITUMINOUS TACK COAT 1 3,785 GAL 1 $1.75 1 $6,623.75 1 $4.00 I $15,140.00 1 $2.00 1 $7,570.00 11 P-612 (FIELD OFFICE I 1 LS I $11,000.00 1 $11,000.00 I $5,000.00 I $5,000.00 I $15,000.00 I $15,000.00 12 P-620 IRUNWAY & TAXIWAY PAINTING 1 32,930 SF 1 $1.00 I $32,930.00 I $0.75 I $24,697.50 1 $0.48 i $15,806.40 13 P-625 ISAND SLURRY COAL-TAR PITCH EMULSION SEALCOAT i 24,780 SY 1 $2.00 1 $49,560.00 I $1.27 ( $31,470.60 1 $1.29 1 $31,966.20 14 T-906 1BEACHGRASS 1 3,400 SY 1 $8.00 I $27,200.00 I $5.10 I $17,340.00 I $25.50 I $86,700.00 15 D-710 ISTABILIZATION FABRIC ( 3,675 SF I $0.25 1 $918.75 I $2.00 1 $7,350.00 1 $0.50 1 $1,837.50 16 D-712 IRIP-RAP BERM I 280 LF 1 $125.00 I $35,000.00 1 $35.00 I $9,800.00 I $100.00 I $28,000.00 17 L-108 ICABLE TRENCHING FOR THE INSTALLATION OF I I I I I I I I UNDERGROUND CABLE 1 790 LF 1 $6.00 1 $4,740.00 1 $5.00 1 $3,950.00 I $5.00 1 $3,950.00 18 L-108 INO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR 1 I I I ( I I I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 1 3,465 LF 1 $1.00 i $3,465.00 1 $3.00 1 $10,395.00 I $2.15 I $7,449.75 19 L-108 INO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR 1 I I I I I I I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT I 410 LF I $1.00 i $410.00 I $3.00 I $1,230.00 I $2.50 1 $1,025.00 20 L-10B INO. 8 AWG, BARE COPPER COUNTERPOISE WIRE I I ( ( I I I 1 INSTALLED IN TRENCH INCLUDING GROUNDING RODS 1 I I I I I I 1 AND EXOTHERMIC CONNECTIONS I 790 LF 1 $1.00 1 $790.00 1 $3.00 1 $2,370.00 I $2.00 1 $1,580.00 21 L-110 12-INCH DIAMETER RIGID STEEL CONDUIT 1 360 LF 1 $15.00 1 $5,400.00 1 $15.00 I $5,400.00 I $9.50 1 $3,420.00 22 L-125 IGUIDANCE SIGN, 4 CHARACTERS, BASE I I I MOUNTED, 1N PLACE I 4 EACH 1 $3,000.00 I $12,000.00 1 $6,000.00 i $24,000.00 I $10,150.00 1 $40,600.00 23 L-125 (MODIFICATION OF EXISTING RUNWAY THRESHOLD I 1 I I I I I page 1 ELIZABETH FIELD AIRPORT -FISHERS ISLAND ENGINEER'S OPINION OF TOWN OF SOUTHOLD, NY (CONSTRUCTION COST R/W 7-25 & 12-30 OVERLAY IC&S ENGINEERS, INC. IBOURGEOIS & SHAW INCORPORATED INORTHEASTERN ENTERPRISES, INC.( FAA-AIP NO. 3-36-0029-08-93 11020 SEVENTH NORTH STREET 116 SAND HILL ROAD 1232 RIXTON ROAD NYSDOT PROJECT NO. 0913.08 (LIVERPOOL, NEW YORK 13088 ISIMSBUBY, CT 06089 INORWICH, CT 06360 ALTERNATE NO. 1 I I I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ITEM FAA I I I UNIT I UNIT UNIT NO. SPEC NOI DESCRIPTION I QUANTITY UNITS I PRICE I TOTAL ( PRICE I TOTAL I PRICE ( TOTAL I I LIGHTS I 16 EACH I $150.00 I $2,400.00 I $600.00 I $9,600.00 I $450.00 I $7,200.00 I 24 M-100 IMAINTENANCE AND PROTECTION OF TRAFFIC I 1 LS I $35,000.00 I $35,000.00 I $55,000.00 I $55,000.00 I $119,835.00 I $119,835.00 I 25 M-150 IPROJECT SURVEY & STAKEOUT I 1 LS I $15,000.00 I $15,000.00 I $113,000.00 I $113,000.00 I $18,775.00 I 518,775.00 i 26 M-200 IMOBILIZATION I 1 LS I $69,182.50 I $69,182.50 I $40,000.00 I $40,000.00 I $47,898.00 I $47,898.00 I ----------- I----------------------------------------------I----------------I--------------I---------------I--------------I---------------I--------------I---------------I ITOTAL BID I I I $1,790,000.00 I I $1,429,543.10 I I I $1,492,015.63 I I I (BID SECURITY I I I I I I I I I I I ( I I 5% BID BOND I I I I I 5% BID BOND i I I I* DENOTES BIDDER'S ERROR, THE CORRECTED VALUE I IS SHOWN. I I I I I I I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- C&S ENGINEERS, INC. I CERTIFY THAT THIS IS A TRUE AND CORRECT T BUL TION OF BIDS RECEIVED AUGUST 18, 1993. JOB NUMBER: 211.006 BID TABULATION SIGNED: DATE: 19 -Aug -93 page 2 1 1 I 1 ii.u.... i..:i ..:i �.., ..1 I1.:.I� 1..,n�il ,,i, � 1 ,:_ �Y„. Ii. "...1 1. � .:.�.,, i... :i.ii, � ..iii ,.....i ,i._..� i, ,:._.. l.u.i, ,...�i i :. ,i � i 1..I....j.L.I� L.I. . ELIZABETH FIELD AIRPORT -FISHERS ISLAND TOWN OF SOUTHOLD, NY R/W 7-25 & 12-30 OVERLAY I $0.60 I $2,079.00 IFALVEY CONSTRUCTION CORP. ICHESTERFIELD ASSOCIATES, INC. ( I FAA-AIP N0. 3-36-0029-08-93 1184 ROUTE 81, BLDG. 2 15 COUNTRY ROAD I I NYSDOT PROJECT NO. 0913.08 IP.O. BOX 699 IWESTHAMPTON BEACH, NY 11978 I I ALTERNATE NO. -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1 IKILLINGWORTH, CT 06419 I I I ITEM FAA I I I UNIT I I UNIT I ( UNIT I I NO. SPEC NOI DESCRIPTION I QUANTITY UNITS I PRICE I TOTAL I PRICE I TOTAL I PRICE I TOTAL 1 P-152 ICOMMON EXCAVATION I 1 LS I $20,200.00 I $20,200.00 I $22,000.00 I -------------------------- !22,000.00 I I I 2 P-153 ICOLD MILLING EXISTING PAVEMENT I 17,500 SY ( $3.50 I $61,250.00 I $4.22 I $73,850.00 I I I 3 P-400 (PREPARATION OF EXISTING PAVEMENT, TYPE I I 7,000 SY I $8.73 I $61,110.00 ( $10.50 I $73,500.00 I I I 4 P-400 (PREPARATION OF EXISTING PAVEMENT, TYPE 11 I 1 LS I $30,000.00 I $30,000.00 I $69,900.00 I $69,900.00 I I I 5 P-409 (BITUMINOUS CONCRETE - TYPE 6F, TOP I 7,060 TON I $86.85 I $613,161.00 I $115.50 I $815,430.00 I I I 6 P-409 ITRUE AND LEVEL COURSE I 5,190 TON I $86.65 I $449,713.50 I $115.50 I $599,445.00 I I I 7 P-502 IFULL DEPTH PCC PAVEMENT REPAIR ( 285 SY I $200.00 I $57,000.00 I $435.50 I $124,117.50 I I I 8 P-503 IJOINT RESEALING I 10,350 LF I $3.50 ( $36,225.00 I $4.50 I $46,575.00 I I I 9 P-503 ICRACK SEALING I 2,205 LF I $3.50 I $7,717.50 I $4.50 I $9,922.50 I I I 10 P-603 (BITUMINOUS TACK COAT I 3,785 GAL I $4.00 I $15,140.00 I $3.90 I $14,761.50 I I I 11 P-612 IFIELD OFFICE I 1 LS ( $68,200.00 I $68,200.00 I $30,000.00 I $30,000.00 ( I I 12 P-620 IRUNWAY & TAXIWAY PAINTING i 32,930 SF I $0.50 I $16,465.00 ( $0.63 I $20,745.90 I I I 13 P-625 ISAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT I 24,780 SY I $2.80 I $69,384.00 I $1.65 I $40,887.00 I I I 14 T-906 IBEACHGRASS I 3,400 SY I $23.20 I $78,880.00 I $4.30 I $14,620.00 I I I 15 D-710 ISTABILIZATION FABRIC I 3,675 SF I $0.50 I $1,837.50 I $0.75 I $2,756.25 I I I 16 D-712 IRIP-RAP BERM I 280 LF I $60.00 I $16,800.00 I $190.00 I $53,200.00 I I 17 L-108 ICABLE TRENCHING FOR THE INSTALLATION OF I UNDERGROUND CABLE 18 L-108 INO. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 19 L-108 INO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 20 L-108 INO. 8 ANG, BARE COPPER COUNTERPOISE WIRE I INSTALLED IN TRENCH INCLUDING GROUNDING RODS I AND EXOTHERMIC CONNECTIONS 21 L-110 12 -INCH DIAMETER RIGID STEEL CONDUIT 22 L-125 IGUIDANCE SIGN, 4 CHARACTERS, BASE I MOUNTED, 1N PLACE 23 L-125 (MODIFICATION OF EXISTING RUNWAY THRESHOLD 790 LF 3,465 LF 410 LF 790 LF 360 LF 4 EACH $20.00 I $15,800.00 I $0.60 I $2,079.00 I $1.00 $410.00 $5.00 I $3,950.00 $3.90 I $13,513.50 $4.55 I $1,865.50 $0.70 I $553.00 I $4.42 $3.00 I $1,080.00 I $11.50 I I $6,365.00 I $25,460.00 ( $5,977.40 I I page 3 $3,491.80 $4,140.00 $23,909.60 ELIZABETH FIELD AIRPORT -FISHERS ISLAND I I I TOWN OF SOUTHOLD, NY I I I R/W 7-25 8 12-30 OVERLAY IFALVEY CONSTRUCTION CORP. ICHESTERFIELD ASSOCIATES, INC. FAA-AIP N0. 3-36-0029=08=93 1184 ROUTE 81, BLDG. 2 15 COUNTRY ROAD I NYSDOT PROJECT NO. 0913.08 1P.0. BOX 699 IWESTHA14PTON BEACH, NY 11978 I I ALTERNATE NO. 1 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- IKILLINGWORTH, CT 06419 I I I ITEM FAA I I I UNIT I I UNIT I i UNIT I NO. SPEC NOI DESCRIPTION I QUANTITY UNITS I PRICE I TOTAL ( PRICE I TOTAL I PRICE ( TOTAL I LIGHTS I 16 EACH I $260.00 I $4,160.00 -------------------------------------------------------------= I $531.70 I $8,507.20 I 24 M-100 IMAINTENANCE AND PROTECTION OF TRAFFIC I 1 LS $40,400.00 ( $40,400.00 I $50,000.00 I $50,000.00 I I 25 M-150 (PROJECT SURVEY 8 STAKEOUT I 1 LS I $40,000.00 ( $40,000.00 I $10,000.00 I $10,000.00 I I I 26 M-200 IMOBILIZATION ------------I----------------------------------------------I----------------I--------------I---------------i--------------I---------------I--------------I--------------- I 1 LS I $66,974.50 ( $66,974.50 I $60,000.00 I $60,000.00 I I I ITOTAL BID I I I I $1,800,000.00 I I $2,191,088.25 I I IBID SECURITY I I ( I I I I 5% BID BOND I I I I I I I 5% BID BOND I I I I* DENOTES BIDDER'S ERROR, THE -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I CORRECTED VALUE IS SHOWN. I I I I I I I I I I I ( ( I C&S ENGINEERS, INC. JOB NUMBER: 211.006 BID TABULATION 1 CERTIFY THAT THIS IS A TRUE AND �I�CORRECT TABULATION OF BIDS RECEIVED AUGUST 18, 1993. SIGNED: Z' dal DATE: 19 -Aug -93 page 4 Engineers, Inc. MEMO TO: Files FROM: L.J. Cerretani Inspection Supervisor Airport Division RE: Elizabeth Field Airport R/W 7-25 & 12-30 Overlay FAA AIP NO. 3-36-0029-08-93 NYSDOT NO. 0913.08 SUBJECT.: Preconstruction Meeting Addendum RECEIVED M FILE: 211.006 OCT 121 1993 DATE: October 19, 1993 Southold Town Clerk ATTENDEES: Mr. William Hazard Mr. Michael Garrity Mr. Frank Danahey Mr. Jeff Frani Mr. Lawrence Cerretani Ms. Karen Wilds Mr. Bruce Clark Mr. Joe Sawmiller - Ailway Electric - Bourgeois & Shaw, Inc. - Bourgeois & Shaw, Inc. - King Road - C&S Engineers, Inc. - C&S Engineers, Inc. - C&S Engineers, Inc. - C&S Engineers, Inc. • The attached letter is an addendum to the Preconstruction Meeting Minutes issued October 13, 1993, for the above -referenced project. Please make note of the changes in telephone numbers for future reference. If you have any questions, please do not hesitate to contact this office. LJC/cb Enclosure cc: Mr. Scott Harris Mr. Daniel Vornea Mr. Donald O'Rourke 1020 Seventh North Street, Liverpool, NY 13088-6199 (315) 457-6711 FAX (315) 457-9803 ®� BOURGEOIS &- S S HAW, INC. GENERAL CONTRACTORS C & S Engineers, Inc. 1020 Seventh North Street Liverpool, NY 13088 Attention: Mr. Larry Cerrentani Construction Supervisor Subject: Runway 7-25 & 12-30 Overlay Elizabeth Field Airport Fishers Island, New York NYS D.O.T. Project No. 0913.08 Emergency Telephone Numbers Gentlemen: ice" • i i✓ FAXED October 11, 1993 The following Bourgeois & Shaw, Inc.'s personnel can be contacted for any emergency situation at Fishers Island Airport - Elizabeth Field on the Runway 7-25 and Runway 12-30 overlay project. Name Telephone Number 1. Mike Garrity (203) 651-4033 2. Frank Danahey (203) 653-3268 3. Steven Garrity (203) 658-7391 If you require any additional information, please contact oi'r office. Respectfully yours, Frank Danahey cc: R.P. Knauff M. Garrity S. Garrity C&S-P.F. 16 SAND HILL RD. SIMSBURY, CT 06089 (203) 658.0448 FAX (203) 651 •567 An Equal Opportunity Employer RECEIVED OCTi 18 1993 SoWwAd Town Clerk To: Mr. Philip Brito Manager Federal Aviation Administration N.Y. Airports District Office 181 South Franklin Avenue Valley Stream, NY 11581 Attention: cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island - Elizabeth Field Runway 7-25 Overlay (Design) Runway 10-25 Overlay (Design) FAA AIP No. 3-36-0029-07-92 FAA AIP No. 3-36-0029-06-92 File: 211.006.001 & 002 Date: 11 -Oct -93 Enclosed please find the following: - Three copies of partial payment request No. FIVE (Form 271) with attached backup documentation for your review and processing. - Three copies of partial payment request No. FIVE (Form 271) with attached backup documentation for your review and processing. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. C&S ENGINEERS, INC. Enclosures 1 ' cc: Mr. R. Philip Knauff Ms. Judith Terry The esa M. opki'ns Asst. Grants Administrator V -. C� Engineers, Inc. MEMO TO: Files FROM: L.J. Cerretani Inspection Supervisor Airport Division RE: Elizabeth Field Airport R/W 7-25 & 12-30 Overlay FAA AIP NO. 3-36-0029-08-93 NYSDOT NO. 0913.08 SUBJECT: Preconstruction Meeting FILE: 211.006. DATE: October 13, 1993 ATTENDEES: Mr. William Hazard Mr. Michael Garrity Mr. Frank Danahey Mr. Jeff Frani Mr, Lawrence Cerretani Ms. Karen Wilds Mr. Bruce Clark Mr. Joe Sawmiller - Ailway Electric - Bourgeois & Shaw, Inc. - Bourgeois & Shaw, Inc. - King Road - C&S Engineers, Inc. - C&S Engineers, Inc. - C&S Engineers, Inc. - C&S Engineers, Inc. A preconstruction meeting for the above referenced project was held at 12:00 noon, Thursday, October 7, 1993 in the Airport Manager's Conference Room. The following is a summary of • items discussed. In the event the following does not accurately reflect the sum and substance of what transpired at this meeting, please provide an addendum or corrections immediately. PROJECT DESCRIPTION Title: Elizabeth Field Airport R/W 7-25 & 12-30 Overlay FAA AIP NO. 3-36-0029-08-93 NYSDOT NO. 0913.08 Alternate No. 1 involves bituminous overlays of R/W's 7-25 & 12-30 which are approximately 2,000 feet by 75 feet and 2,500 feet by 100 feet respectively. Also included in Alternate No. 1 is the related pavement cleaning, crack repairs and markings improvements. 1020 Seventh North Street, Liverpool, NY 13088-6199 (315) 457-6711 FAX (315) 457-9803 MEMO TO FILES October 13, 1993 Page 2 STATUS OF CONTRACT 1. Alternate No. 1 of the contract has been awarded to Bourgeois & Shaw Inc., 16 Sand Hill Road, Simsbury, Connecticut 06089, in the amount of $1,429,543.00. 2. The contract has been executed by the Contractor and Owner. 3. Bonds and insurance have been issued by the Contractor and they are acceptable. Bid bond (Sec. 20-09) Performance bond (Sec. 30-05) Payment bond (Sec. 30-05) Insurance (Sec. 20-16 / Sec. 70-21) 4. Notice to proceed will be issued by the Owner, Town of Southold, N.Y., October 15, 1993 to facilitate mobilizing the bituminous asphalt plant and materials. Actual start of construction will tentatively be April 4, 1994. An additional Notice to Proceed will be issued to facilitate start of construction in the Spring of 1994. 5. The Contractor shall submit a list of Subcontractors and Suppliers to be used on the project for the Owner's review and approval. The Contract Documents requires that all Subcontractors and suppliers be approved prior to being utilized on the project and prior to the start of work. COMMENCEMENT AND COMPLETION (Sec. 30-09) 1. The Contractor is reminded that time of completion is of the essence. Work shall commence on the date stated in the Notice to Proceed. Total contract time for the project is 50 work days. 2. In the event the Contractor exceeds the Contract Time as specified, including all extensions and adjustments as provided by Sec. 80-07, the Contract allows for the assessment of liquidated damages in the amount of $1,200 per work day (Sec. 80-08). PROJECT MANAGEMENT 1. RELATIONSHIPS a. FAA & Owner have a Grant Agreement b. Owner & Engineer have Design & Inspection Agreements MEMO TO FILES October 13, 1993 Page 3 c. Owner & Contractor have a Construction Contract d. The Owner is the Town of Southold, New York. e. The FAA & NYSDOT are not parties to this Contract; but they retain the right to inspect progress at any time. 2. ENGINEER & HIS AUTHORITY - The Engineer for this project is C&S Engineers, Inc. The Resident Engineer will be assigned at a later date, he will be the Owner's representative on the project site and through whom all project business is to be conducted. The home office for C&S Engineer's Inc., is located at 1020 Seventh North Street, Liverpool, New York, 13088, and the telephone number is 315-457-6711 - extension 251 for the Construction Division. The on- site field office telephone number will be published to attendees of the meeting at a later date. 3. CONTRACTOR'S REPRESENTATIVE - The Contractor's Project Manager is Frank Danahey. The Project Superintendent is Mike Garrity, who will supervise the construction and shall be authorized to receive and fulfill instructions from the Engineer. The Contractor's home office is located in Simsbury, Connecticut, telephone number (203) 658-0448. His project site telephone number will be published to attendees of the meeting at a later date. a. Contractor's Emergency Personnel & Telephone Numbers: Mike Garrity 203 658-4033 Frank Danahey 203 653-3268 Steve Garrity 203 658-7391 4. SUBCONTRACTORS AND THEIR RELATIONSHIP - The Owner and the Engineer will not deal directly with Subcontractors. All business shall be conducted through the Prime Contractor who shall also be represented on the project site whenever any Subcontractor is performing work. EQUAL EMPLOYMENT OPPORTUNITY 1. The Minority and Female Participation goals for this contract are 5.8% and 6.9% respectively. The same goals apply to all Subcontractors. 2. The DBE Participation goal for this Contract is 11.0%, and shall be met unless otherwise approved by the Owner. The same goal applies to all Subcontractors and shall be included in their Contracts by the Prime. The Contractor's DBE Plan has been approved by the Owner (Sec. 70-22-I-2). MEMO TO FILES October 13, 1993 Page 4 3. Monthly FEDERAL utilization reports (Form SF 257) are to be submitted directly, by the Contractor, to the U.S. Department of Labor, Office of Federal Compliance, Room 202, 825 East Gate Blvd., Garden City, New York 11530 (telephone number 516-227-3104), by the 5th of the month. A copy of each report must also be provided to the Resident Engineer. LABOR REQUIREMENTS 1. AC 150/5100-6C was issued to the Contractor. 2. The Contractor shall post required State and Federal Labor Department posters/notices in a conspicuous place at the job site (e.g. Worker's Compensation, permission to work overtime, permission to pay by check, Company Equal Employment Opportunity Policy, State and Federal Wage Rates, etc.). 3. The Contractor shall pay the minimum wage in accordance with the appropriate State or Federal wage rate, which ever is higher. 4. Copies of Certified Weekly payrolls shall be submitted to the Resident Engineer, by the Contractor. Each payroll must provide each persons name, Social Security Number, address, classification, rate of pay, hours worked, and deductions made. 5. All the Contractor's Subcontractors are under the same obligations as the prime contractor. UTILITIES 1. All known utilities have been shown on the plans, however, it is the Contractor's responsibility to verify the presence and location of all utilities prior to the performance of work. If the Contractor damages any utility as a result of his construction operations, he must notify the Resident Engineer and Airport Management immediately, as well as begin immediate repair of the damage at no cost to the Owner. CONTRACTOR SAFETY RESPONSIBILITIES DURING CONSTRUCTION 1. The Contractor and all his personnel and Subcontractors must be conscious of safety and that it is of the utmost importance on an airfield during construction activities. MEMO TO FILES October 13, 1993 Page 5 2. AC 150/5370-2C and Eastern Region Order 52 10. 1 C were issued to the Contractor. The Contractor shall comply with all safety requirements outlined in these directives and in the contract documents. 3. Further safety requirements may be found in Sections 80-I1 through 80-15 of the Contract Documents, and the Contractor is advised to review the material in these sections as it will be strictly adhered to. An extracted copy of Section 80-11 through 80-15 was issued to the Contractor. 4. All equipment, open excavations, and construction areas shall be illuminated and/or marked as specified in Sec. 70-08 of the Contract and the AC. Acceptable marking of equipment shall be flags (3' by 3' international orange and white checkered) during the day and rotating amber beacon at night. 5. Appropriate NOTAM'S will be issued by the Owner's representative, Mr. Phil Knauff, prior to and during construction as necessary. A minimum of 24 -hours notice is required. CONSTRUCTION CONTROL 1. The Contractor is required to submit a written Construction Schedule for approval within ten days of Notice To Proceed. The schedule shall be in bar chart form, contain each item of work, percent of work complete per weekly time increment, start and end dates of each work area and for the duration of the project (Sec 80-03). No work may commence in any area prior to approval of the work schedule by the Engineer and Airport Authority. (Sec. 80-12-C-5) 2. Manufacturer's certifications and test results shall be the basis for acceptance of materials along with daily field measurements (Sec. 60). The Contractor was issued the format for manufacturer's certifications. 3. Shop drawing procedures are outlined in Sections 50-17, 50-18, and 50-19. The Contractor was issued a sample format for shop drawing submittals. Shop drawing submittals lacking the required Contractor's approval stamp shall be returned as an incomplete submission and shall not be reviewed until stamped approved by the Contractor. 4. Shop drawings and manufacturer's certifications shall be submitted for all materials incorporated in the project. The Contractor is to identify all submittals by bid item and FAA specification numbers. Approval must be obtained from the Engineer prior to the start of any work item. No estimates shall be prepared for payment of work done on items lacking such approvals and submittals (Sec. 60). MEMO TO FILES October 13, 1993 Page 6 5. Shop drawings are to be mailed with a transmittal letter to C&S's home office, Attn: Bruce Clark. The Contractor shall submit a minimum of four (4) copies. - one for the Resident Engineer - one for the C&S Construction file - one for the C&S Design file - one for return to the Contractor 6. Manufacturer's certifications are to be given to the Resident Engineer in the field. 7. Testing of materials is the responsibility of the Engineer (Sec. 60). 8. Testing of electrical circuits is the responsibility of the Contractor and specific details are provided in Section L-108 of the Contract Documents. Testing is required to be accomplished prior to the start of construction, to establish a system base line datum for acceptance of work after construction. The Contractor was notified that he is required to utilize a 500 volt, 0 to 199.9 megohm, digital electric circuit tester. In addition, the tests prior to construction shall be witnessed by the Resident Engineer and the Owner's electrician. (L-108-4.10) 9. Weekly FAA Progress Reports shall be submitted by the Engineer. 10. The NYSDOT MURK system shall be used to monitor and record progress of the Contract. 11. Weekly project meetings are required. The Resident Engineer, Owner's representative and Contractor are required to attend. The time and place of the meetings shall be coordinated by the Resident Engineer. CONTRACTOR PAYMENT 1. Work completed shall be measured in place on a daily basis and payment estimates prepared monthly by the Engineer. 2. Any Change Orders that may be required shall be prepared by the Engineer and must be approved by the Owner, the FAA, and the State prior to the performance of work. See Sec. 40-04 for further details. The Contractor was issued the form for agreed price submittals. MEMO TO FILES October 13, 1993 Page 7 CONSTRUCTION WORK AREAS/ SPECIFIC AIRPORT OPERATING PROCEDURES 1. The Contractor was advised to review in detail Sections 80-11 through 80-15 of the Contract Documents as they will be strictly adhered to. The key points of these sections were reviewed in detail at the preconstruction meeting. OPEN DISCUSSION 1. Status of permits: - Town of Southold, Board of Trustees, Costal Erosion Management Permit is approved. - Town of Southold, Board of Trustees, Town Wetland Permit is approved. - Town of Southold Building Permit not approved. Contractor has not submitted for approval. - NYSDEC, Article 25, 6 NYCRR 661, Tidal Wetlands Permit is approved, however C&S has requested a modification to Special Condition #4 which involves installing the rock rip rap berm at grade in lieu of one foot below mean low water. To date approval has not been obtained from the DEC and FAA for this modification. - The Contractor has not obtained the required permits to erect and operate a temporary bituminous asphalt plant as of this date. 2. The Contractor stated they have not noted any omissions or errors in the Contract Documents. 3. Status of FAA form 7460-1: - The Contractor has not submitted this form. C&S will assist the Contractor and Owner in filing this permit as it is required to be submitted 30 -days in advance of construction. 4. The General Notes on Sheet No. 2 of the plans were reviewed in detail. MEMO TO FILES October 13, 1993 Page 8 5. The Owner requested that the milled material be placed on an access road. C&S shall check the requirements and acceptability of this request and advise. 6. The Contractor requested permission to waive the phasing requirements of the specifications. Per the Contractor all Contract work could be completed within two weeks, working seven days per week, dawn till dusk. C&S shall review the Contractor's request with the Owner and advise. 7. C&S stated that the shop drawings submitted to date lacked the Prime Contractor's approval stamp and that some of the electrical shop drawings lacked sufficient detail to facilitate review and that all future shop drawing submittals will be returned as incomplete submissions if not approved by the Prime Contractor. 8. C&S requested that the Contractor obtain ADB signs to minimize the number of different spare parts as all existing airfield lighting signs are presently ADB signs. 9. The Contractor requested payment for stored materials, specifically aggregates used for the bituminous asphalt courses including transportation costs. C&S referred the Contractor to Section 90-07 of the Contract Documents. In addition C&S would check with the funding agencies with regards to costs associated with stock piling the granular materials. 10. The Contractor stated that the rock berm was not on the critical path of the project. However, they have scheduled the work at the beginning to avoid tracking debris from the rock berm installation on to the runway. C&S stated they anticipate an answer to their request from the DEC and FAA well in advance of the construction start date. 11. The contractor submitted their construction schedule. C&S requested that the Contractor resubmit the schedule showing start and end dates of each work area, list all work items for each work area and indicate percent of work complete in dollars per weekly time increment. 12. C&S reminded the Contractor that the Engineers field office is required to be set up and fully operational prior to the start of construction. MEMO TO FILES October 13, 1993 Page 9 13. The Contractor stated they would like to mobilize as soon as possible to facilitate setting up the temporary asphalt plant and stockpiling granular materials used in the bituminous asphalt courses. 14. The Contractor has requested using an asphalt lot in the vicinity of the proposed asphalt manufacturing plant in order to stockpile aggregate material - this location is less than 300 feet from NYSDEC Tidal Wetland Boundary and will likely have to be approved before any activity can occur there (Contractor's responsibility). LJC/cb cc: Those in Attendance Mr. Scott Harris Mr. Daniel Vornea Mr. Donald O'Rourke US. Department of Transportation Federal Aviation Administration Mr. Scott L. Harris Supervisor, Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 Dear Mr. Harris; V.V"A 181 A. Y Ate, gym. M5 VAS At,., nV 11581 Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 - Cost Plus Fixed Fee Executed Consultant Agreement for Inspection - AIP 3-36-0029-08-93 This is to acknowledge that we received via a letter from your consultant, C&S Engineers, Inc., dated September 24, 1993 the subject executed agreement for the above project. If you have any questions, please call at 516-295-9343. Sincerely, Dan Vornea Airport Engineer Ow U.S. Department of Transportation Federal Aviation Administration Mr. Scott L. Harris Supervisor, Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 �. Y" A .8O�. 181 A. 3w4Ln, Awoujz, 6�m. 305 Dear Mr. Harris; Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 - Conformed Contract Specifications - AIP 3-36-0029-08-93 This is to acknowledge that we received via a letter from your consultant, C&S Engineers, Inc., dated September 16, 1993 a conformed copy of the contract specifications for the subject project. If you have any questions, please call at 516-295-9343. Sincerely, Dan Vornea Airport Engineer U.S. Department of Transportation Federal Aviation Administration Mr. Scott L. Harris Superintendent, Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 V. V" A &&d O�. 181 A. Na4Ln Ate, l,Bm. 505 `vAe M.,, ny 11581 RPCFIVFD SES' 1993 Dear Mr. Harris; Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 - Sponsor Certification for Equipment/Construction Contracts & Notice to Proceed - AIP 3-36-0029-08-93 This is to acknowledge that we received copies of the Performance & Labor and Material Payment Bonds, Certificates of Insurance and the Sponsor Certification for Equipment/Construction Contracts, all for the subject contract. Regarding your request to proceed with the contract work we have no objection that you do so immediately. However, we advise that you do not begin the construction work until the subject grant is executed. Otherwise, any work done before the grant is executed will not be eligible for payment. If you have any questions, please call at 516-295-9343. Sincerely, Dan Vornea Airport Engineer SCOTT L. HARRIS SUPERVISOR FAX (516) 765 - 1823 TELEPHONE (516) 765 - 1800 OFFICE OF THE SUPERVISOR TOWN OF SOUTHOLD September 9, 1993 Bourgeois 8 Shaw, Inc. 16 Sand Hill Road Simsbury, Connecticut 06089 Re: Fishers Island Airport -Elizabeth Field Runway 7-25 S 12-30 Overlay AIP Project No.: 3-36-0029-08-93 NYSDOT Project No.: 0913.08 Gentlemen: Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 The bid which you submitted for the Runway 7-25 E 12-30 Overlay Contract at the Fishers Island Airport - Elizabeth Field was the lowest responsible bid received meeting the requirements of the Contract Documents. In accordance with a Resolution passed by the Town Board of the Town of Southold on September 8, 1993, you are hereby awarded the Contract for Alternate No. 1 in the amount of $1,429,543.10. This award is contingent upon Federal Aviation Administration and New York State Department of Transportation approval, including receipt and approval of your proposed DBE subcontract participation. Upon receipt of your DBE participation plan, our consultant will forward the contracts for your signature. You will be required to submit contract bonds and insurance certificates when you return the signed contracts. Thank you for showing interest in our Airport Improvement Project. Very truly yours, A� Scott Louis Harris Supervisor, Town of Southold cc: Mr. Bruce Clark, C8S Engineers, Inc. Mr. Philip Brito, FAA, NYADO Mr. Robert Michaud, Aviation Department, NYSDOT Mr. James Kuzloski, NYSDOT, Region 10 JUDITH T. TERRY 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 (516) 765-1823 Telephone (516) 765-1801 THIS IS TO ADOPTED DNG RESOUTIONONASEPT SEPTEMBER CERTIFY THAT THE FOUR BY1993: 8,WS THE SOUTHOLD TOWN BOARD AT A REG MEETINGLHE RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott L. Harris to execute a Notice of Award to Bourgeois & Shaw, Inc. for the Fishers Island Airport - Elizabeth Field - Runway 7-25 and 12-30 Overlay Project, at the bid amount for Alternate No. 1 of $1,429,543.10, all in accordance with the recommendation of the Town's consulting engineers C&S Engineers, Inc. Judith T. Tey Southold Town Clerk September 9, 1993 SAMPLE NOTICE OF AWARD LEITER August 24, 1993 Bourgeois & Shaw, Inc. 16 Sand Hill Road Simsbury, CT 06089 Re: Fishers Island Airport - Elizabeth Field Runway 7-25 & 12-30 Overlay AIP Project No.: 3-36-0029-08-93 NYSDOT Project No.: 0913.08 Gentlemen: The bid which you submitted for the Runway 7-25 & 12-30 Overlay Contract at the Fishers Island Airport - Elizabeth Field was the lowest responsible bid received meeting the requirements of the Contract Documents. In accordance with a Resolution passed by the Town of Southold on [Insert Date], you are hereby awarded the Contract for Alternate No. 1 in the amount of $1,429,543.10. This award is contingent upon Federal Aviation Administration and New York State Department of Transportation approval, including receipt and approval of your proposed DBE subcontract participation. Upon receipt of your DBE participation plan, our consultant will forward the contracts for your signature. You will be required to submit contract bonds and insurance certificates when you return the signed contracts. Thank you for showing interest in our Airport Improvement Project. Very truly yours, TOWN OF SOUTHOLD Scott L. Harris Supervisor, Town of Southold SLH:kal cc: Mr. Bruce Clark, C&S Engineers, Inc. Mr. Philip Brito, FAA, NYADO Mr. Robert Michaud, Aviation Development, NYSDOT Mr. James Kuzloski, NYSDOT, Region 10 Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 August 24, 1993 Mr. Scott L. Harris Supervisor, Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Re: Fishers Island Airport - Elizabeth Field Runway 7-25 & 12-30 Overlay AIP Project No.: 3-36-0029-08-93 NYSDOT Project No.: 0913.08 File: 211.006 Dear Mr. Harris: Four bids for this project were received on August 18, 1993. The bids were canvassed and the three lowest responsive bids are as follows: CONTRACTORS BID AMOUNTS - ALTERNATE NO. 1 Bourgeois & Shaw, Inc. $1,429,543.10 Northeastern Enterprises, Inc. $1,492,015.63 Falvey Construction Corp. $1,800,000.00 The low bid submitted by Bourgeois & Shaw, Inc., was reviewed and found to be in order. For a complete breakdown of the bid amounts and the remaining bids, please refer to the attached bid canvass sheet. The low bid submitted is below the Engineer's Opinion of Construction Cost for the project and is considered reasonable. The Federal Aviation Administration is expected to issue a grant to the Town of Southold for the project based upon the bid amount for A,ternate No. 1. Based on our review of the information submitted, Bourgeois & Shaw, Inc., has completed several similar paving projects. We therefore recommend the award of the Contract Alternate No. 1, in the amount of $1,429,543.10, to Bourgeois do Shaw, I1ic., in accordance with the conditions of award stipulated in their bid and contingent upon the following: Mr. Scott L. Harris Page 2 August 24, 1993 1. Federal Aviation Administration concurrence 2. Receipt and Approval of the Required DBE Subcontract information If you agree with our recommendation and wish to award the contract to Bourgeois & Shaw, Inc., please feel free to utilize the enclosed sample Notice of Award letter. Should you disagree with our recommendation based upon information contained in this letter or otherwise and decide not to award to Bourgeois & Shaw, Inc., we will be happy to discuss your options under the contract documents. Please note as per the specifications Section 30-02, Award of Contract, the Town has 45 days to award the contract from the date of the bid opening August 18, 1993. If you have any questions or if additional information is required, please do not hesitate to contact our office. Very truly yours, C&S ENGINEERS, INC. Bruce W. Clark Project Engineer BWC:kal Enclosure cc: Mr. Philip Brito, FAA, NYADO (w/encl.) Mr. Robert Michaud, Aviation Development, NYSDOT (w/encl.) Mr. James Kuzloski, NYSDOT, Region 10 (w/encl.) Mr. R. Philip Knauff, Manager, Fisher Island Ferry District (w/encl.) Mr. Larry Cerretani, C&S Engineers, Inc. (w/encl.) Cas August 25, 1993 Mr. Philip Brito, Manager Federal Aviation Administration New York Airports District Office 181 South Franklin Avenue - Room 305 Valley Stream, New York 11581 Re: Fishers Island Airport - Elizabeth Field Runway 7-25 & 12-30 Overlay AIP Project No. 3-36-0029-08-93 NYSDOT Project No. 0913.08 File: 211.006 Dear Mr. Brito: C�(1-72's Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Four bids for this project were received on August 18, 1993 and the lowest responsible bidder is Bourgeois & Shaw, Inc. Their bid has been reviewed and found to be in order. As stated in our letter to the Town of Southold, we have recommended award of the Contract for the Alternate No. 1 in the amount of $1,429,543.10 to Bourgeois & Shaw, Inc., in accordance with the award procedures outlined in their bid. We request your concurrence with this recommendation. We are enclosing the following: 1. One (1) copy of the Certified Bid Tabulation. 2. One (1) copy of the Certificate of Publication. If you have any questions, or if additional information is required, please do not hesitate to contact us. Very truly yours, C&S ENGINEERS, INC. i Bruce . Clark Project Engineer BWC:kal Enclosures cc: Mr. Robert Michaud, Aviation Development, NYSDOT Mr. James Kuzloski, NYSDOT, Region 10 Mr. R. Philip Knauff, Manager, Fisher Island Ferry District ELIZABETH FIELD AIRPORT -FISHERS ISLAND IENGINEERIS OPINION OF I I I TOWN OF SOUTHOLD, NY (CONSTRUCTION COST I I I R/W 7-25 & 12-30 OVERLAY IC&S ENGINEERS, INC. 1BOURGEOIS & SHAW INCORPORATED INORTHEASTERN ENTERPRISES, INC.1 FAA-A1P NO. 3-36-0029-08-93 11020 SEVENTH NORTH STREET 116 SAND HILL ROAD 1232 RIXTOWN ROAD 1 NYSDOT PROJECT NO. 0913.08 (LIVERPOOL, NEW YORK 13088 ISIMSBURY, CT 06089 (NORWICH, CT 06360 I BASE BID I I I -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ITEM FAA I I I UNIT I I UNIT I I UNIT 1 1 NO. SPEC NOI DESCRIPTION I QUANTITY UNITS I PRICE 1 TOTAL 1 PRICE 1 TOTAL 1 PRICE I TOTAL 1 1 P-152 (COMMON EXCAVATION 1 1 LS I $35,000.00 1 $35,000.00 1 $55,000.00 1 $55,000.00 1 $10,179.52 1 $10,179.52 1 2 P-153 ICOLD MILLING EXISTING PAVEMENT I 14,750 SY 1 $8.00 1 $118,000.00 1 $2.00 I $29,500.00 I $3.57 I $52,657.50 I 3 P-400 1PREPARATION OF EXISTING PAVEMENT, TYPE 1 1 5,000 SY I $5.00 I $25,000.00 I $2.50 I $12,500.00 1 $8.73 1 $43,650.00 I 4 P-400 1PREPARATION OF EXISTING PAVEMENT, TYPE 11 1 1 LS 1 $30,000.00 1 $30,000.00 1 $95,000.00 1 $95,000.00 I $31,199.21 I $31,199.21 1 5 P-409 (BITUMINOUS CONCRETE - TYPE 6F, TOP 1 4,950 TON I $90.00 I $445,500.00 1 $65.00 1 $321,750.00 1 $64.95 1 $321,502.50 1 6 P-409 (TRUE AND LEVEL COURSE 1 3,665 TON 1 $90.00 1 $329,850.00 I $65.00 1 $238,225.00 1 $63.86 I $234,046.90 I 7 P-502 IFULL DEPTH PCC PAVEMENT REPAIR I 275 SY I $250.00 1 $68,750.00 I $100.00 I $27,500.00 I $353.00 I $97,075.00 1 8 P-503 (JOINT RESEALING (PCC) 1 6,900 LF I $4.00 1 $27,600.00 1 $1.50 1 $10,350.00 1 $3.51 1 $24,219.00 I 9 P-503 ICRACK SEALING 1 2,205 LF 1 $6.00 1 $13,230.00 I $5.00 1 $11,025.00 1 $3.51 1 $7,739.55 I 10 P-603 1BITUMINOUS TACK COAT 1 2,660 GAL 1 $1.75 1 $4,655.00 I $4.00 I $10,640.00 I $2.00 1 $5,320.00 i 11 P-612 IFIELD OFFICE 1 1 LS 1 $11,000.00 I 511,000.00 1 $5,000.00 1 $5,000.00 1 $10,000.00 1 $10,000.00 1 12 P-620 (RUNWAY & TAXIWAY PAINTING I 32,930 SF 1 $1.00 I $32,930.00 I $0.75 I $24,697.50 1 $0.48 1 $15,806.40 1 13 P-625 ISAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT I 14,975 SY 1 $2.00 I $29,950.00 I $1.27 I $19,018.25 I $1.29 I $19,317.75 1 14 T-906 1BEACHGRASS 1 3,400 SY 1 $8.00 1 $27,200.00 1 $5.10 1 $17,340.00 1 $25.50 1 $86,700.00 1 15 D-710 ISTABILIZATION FABRIC 1 3,675 SF 1 $0.25 1 $918.75 1 $2.00 1 $7,350.00 i $0.50 i $1,837.50 1 16 D-712 TRIP -RAP BERM 1 280 LF 1 $125.00 1 $35,000.00 I $35.00 I $9,800.00 I $100.00 1 $28,000.00 1 17 L-108 ICABLE TRENCHING FOR THE INSTALLATION OF I I I I I I I I I UNDERGROUND CABLE 1 790 LF 1 $6.00 1 $4,740.00 I $5.00 1 $3,950.00 1 $5.00 I $3,950.00 I 18 L-108 INO. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR I I I I I I I I I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT I 3,465 LF 1 $1.00 1 $3,465.00 I $3.00 1 $10,395.00 1 $2.15 i $7,449.75 1 19 L-108 INO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR I I I I I I I I I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 1 410 LF 1 $1.00 1 $410.00 1 $3.00 1 $1,230.00 1 $2.50 1 $1,025.00 1 20 L-108 INO. 8 AWG, BARE COPPER COUNTERPOISE WIRE I I I I I I I I INSTALLED IN TRENCH INCLUDING GROUNDING RODS 1 AND EXOTHERMIC CONNECTIONS 1 790 LF I $1.00 I $790.00 1 $3.00 I $2,370.00 1 $2.00 1 $1,580.00 1 21 L-110 12 -INCH DIAMETER RIGID STEEL CONDUIT I 360 LF 1 $15.00 1 $5,400.00 I $15.00 1 $5,400.00 1 $9.50 1 $3,420.00 1 22 L-125 IGUIDANCE SIGN, 4 CHARACTERS, BASE I I I I I I I I I MOUNTED, 1N PLACE I 4 EACH I $3,000.00 1 $12,000.00 1 $6,000.00 1 $24,000.00 I $10,150.00 1 $40,600.00 1 23 L-125 IMODIFICATION OF EXISTING RUNWAY THRESHOLD page 1 ELIZABETH FIELD AIRPORT-FISHERS ISLAND IENGINEERIS OPINION OF TOWN OF SOUTHOLD, NY (CONSTRUCTION COST R/W 7-25 & 12-30 OVERLAY jC&S ENGINEERS, INC. IBOURGEOIS & SHAW INCORPORATED INORTHEASTERN ENTERPRISES, INC. FAA-AIP NO. 3-36-0029-08-93 11020 SEVENTH NORTH STREET 116 SAND HILL ROAD 1232 RIXTOWN ROAD NYSDOT PROJECT NO. 0913.08 LIVERPOOL, NEW YORK 13088 ISIMSBURY, CT 06089 INORWICH, CT 06360 BASE BID -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ITEM FAA I I I UNIT UNIT UNIT NO. SPEC NOI DESCRIPTION QUANTITY UNITS PRICE TOTAL PRICE TOTAL PRICE TOTAL ---------- ------------------------- - -------------------- LIGHTS - 8 EACH $150.00 $1,200.00 $600.00 $4,800.00 $450.00 $3,600.00 24 M-100 IMAINTENANCE AND PROTECTION OF TRAFFIC 1 LS $30,000.00 $30,000.00 $55,000.00 $55,000.00 $99,835.00 $99,835.00 25 M-150 IPROJECT SURVEY & STAKEOUT 1 LS $15,000.00 $15,000.00 $113,000.00 $113,000.00 $12,895.00 $12,895.00 26 M-200 IMOBILIZATION 1 LS 1 $52,411.25 1 $52,411.25 1 $40,000.00 1 $40,000.00 1 $44,897.50 ---------------� $44,897.50 ------------I ---------------------------------------------- TOTAL BID ---------------- 1( ----------------------------- $1,360,000.00 ----------------------------- $1,154,840.75 -------------- $1,208,503.08 BID SECURITY 15 % BID BOND 5% BID BOND �* DENOTES BIDDER'S ERROR, THE CORRECTED VALUE -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- IS SHOWN. C&S ENGINEERS, INC. 1 CERTIFY THAT THIS IS A TRUE AND CORRECT TABULATION OF BIDS RECEIVED AUGUST 18, 1993. JOB NUMBER: 211.006 BID TABULATION SIGNED: DATE: 19 -Aug -93 page 2 ELIZABETH FIELD AIRPORT -FISHERS ISLAND TOWN OF SOUTHOLD, NY R/W 7-25 & 12-30 OVERLAY IFALVEY CONSTRUCTION CORP. ICHESTERFIELD ASSOCIATES, INC. i FAA-AIP NO. 3-36-0029-08-93 1184 ROUTE 81, BLDG. 2 15 COUNTRY ROAD NYSDOT PROJECT NO. 0913.08 (P.O. BOX 699 IWESTHAMPTON BEACH, NY 11978 BASE BID IKILLINGWORTH, CT 06419 ----------------------------------------------- -------------------------------- 1TEM FAA ------------------------------------------------------------------------------------------- I ( I UNIT I UNIT UNIT NO. SPEC NOl DESCRIPTION QUANTITY UNITS PRICE TOTAL PRICE TOTAL PRICE TOTAL 1 P-152 (COMMON EXCAVATION 1 LS $20,200.00 $20,200.00 $22,000.00 $22,000.00 2 P-153 +COLD MILLING EXISTING PAVEMENT 14,750 SY $3.00 $44,250.00 $4.22 $62,245.00 3 P-400 1PREPARATION OF EXISTING PAVEMENT, TYPE 1 1 5,000 SY $7.73 $38,650.00 $10.50 $52,500.00 4 P-400 1PREPARATION OF EXISTING PAVEMENT, TYPE 11 ( 1 LS $30,000.00 1 $30,000.00 $61,791.00 $61,791.00 5 P-409 JBITUMINOUS CONCRETE - TYPE 6F, TOP 4,950 TON $97.54 $482,823.00 $121.50 ( $601,425.00 6 P-409 ITRUE AND LEVEL COURSE 3,665 TON $105.40 $386,291.00 ( $121.50 $445,297.50 7 P-502 (FULL DEPTH PCC PAVEMENT REPAIR 275 SY $200.00 ' $55,000.00 $422.50 $116,187.50 8 P-503 IJOINT RESEALING (PCC) 6,900 LF $2.00 $13,800.00 $4.50 $31,050.00 9 P-503 ICRACK SEALING 2,205 LF $3.51 $7,739.55 $4.50 $9,922.50 10 P-603 JB1TUMINOUS TACK COAT 2,660 GAL ' $4.00 ' $10,640.00 $3.90 $10,374.00 11 P-612 IFIELD OFFICE I 1 LS $68,200.00 $68,200.00 $30,000.00 $30,000.00 12 P-620 IRUNWAY & TAXIWAY PAINTING 32,930 SF $0.50 $16,465.00 $0.63 $20,745.90 j 13 P-625 ISAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 14,975 SY $2.80 $41,930.00 $1.65 $24,708.75 14 T-906 1BEACHGRASS 3,400 SY 1 $23.20 1 $78,880.00 $4.30 $14,620.00 15 D-710 STABILIZATION FABRIC ( 3,675 SF $0.50 $1,837.50 $0.75 $2,756.25 16 D-712 RIP -RAP BERM 280 LF $60.00 $16,800.00 $190.00 $53,200.00 17 L-108 ICABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 790 LF $19.25 $15,207.50 ' $5.00 $3,950.00 18 L-108 INO. 8 ANG, 60OV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF $0.60 $2,079.00 $3.90 $13,513.50 19 L-108 INO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF $1.00 $410.00 $4.55 $1,865.50 20 L-108 (N0. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF $0.70 $553.00 $4.42 $3,491.80 21 L-110 12 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF $3.00 $1,080.00 $11.50 $4,140.00 22 L-125 IGUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH $6,365.00 $25,460.00 $5,977.40 $23,909.60 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD page 3 iii ism Hill ELIZABETH FIELD AIRPORT -FISHERS ISLAND TOWN OF SOUTHOLD, NY R/W 7-25 & 12-30 OVERLAY IFALVEY CONSTRUCTION CORP. ICHESTERFIELD ASSOCIATES, INC. FAA-AIP NO. 3-36-0029-08-93 1184 ROUTE 81, BLDG. 2 15 COUNTRY ROAD NYSDOT PROJECT NO. 0913.08 IP.O. BOX 699 IWESTHAMPTON BEACH, NY 11978 BASE BID -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- IKILLINGWORTH, CT 06419 ITEM FAA ( I I UNIT UNIT UNIT NO. SPEC NOI DESCRIPTION QUANTITY UNITS PRICE TOTAL I PRICE TOTAL PRICE TOTAL LIGHTS 8 EACH $260.00 $2,080.00 $531.70 $4,253.60 24 M-100 IMAINTENANCE AND PROTECTION OF TRAFFIC 1 LS $40,400.00 $40,400.00 $50,000.00 $50,000.00 25 M-150 IPROJECT SURVEY & STAKEOUT 1 LS $29,000.00 $29,000.00 $10,000.00 510,000.00 26 M-200 IMOSILIZATION 1 LS $59,486.00 ( $59,486.00 $60,000.00 $60,000.00 ------------ I---------------------------------------------- TOTAL BID ---------------- -------------- --------------- $1,489,261.55 ----------------------------------------------------------� $1,733,947.40 BID SECURITY I 5% BID BOND 5% BID BOND �* DENOTES BIDDER'S ERROR, THE CORRECTED VALUE IS SHOWN. -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- C&S ENGINEERS, INC. 1 CERTIFY THAT THISIS A TRUE AND CORRECT TABULATION OF BIDS RECEIVED AUGUST 18, 1993. JOB NUMBER:1.006 D TABULATION SIGNED: DATE: 19 -Aug -93 page 4 ELIZABETH FIELD AIRPORT -FISHERS ISLAND (ENGINEER'S OPINION OF TOWN OF SOUTHOLD, NY lCONSTRUCTION COST R/W 7-25 & 12-30 OVERLAY IC&S ENGINEERS, INC. 1BOURGEOIS & SHAW INCORPORATED INORTHEASTERN ENTERPRISES, INC. FAA-AIP NO. 3-36-0029-08-93 11020 SEVENTH NORTH STREET 116 SAND HILL ROAD 1232 RIXTON ROAD NYSDOT PROJECT NO. 0913.08 ILIVERPOOL, NEW YORK 13088 ISIMSBURY, CT 06089 INORWICH, CT 06360 ALTERNATE NO. 1 1 1 1 ---------------------------------------------------------------------------------------------------------------------------------------------------------- ITEM FAA I I I UNIT UNIT UNIT NO. SPEC NOI DESCRIPTION QUANTITY UNITS PRICE TOTAL I PRICE TOTAL I PRICE TOTAL ------------------------------------------------------------------------------------------------------- 1 P-152 lCOMMON EXCAVATION 1 LS $35,000.00 - $35,000.00 $55,000.00 ( $55,000.00 $10,179.52 $10,179.52 2 P-153 ICOLD MILLING EXISTING PAVEMENT 17,500 SY $8.00 $140,000.00 $2.00 $35,000.00 $3.57 $62,475.00 3 P-400 1PREPARATION OF EXISTING PAVEMENT, TYPE 1 1 7,000 SY $5.00 $35,000.00 $2.50 1 $17,500.00 $8.73 ( $61,110.00 4 P-400 1PREPARATION OF EXISTING PAVEMENT, TYPE I1 1 LS $40,000.00 $40,000.00 $95,000.00 ( $95,000.00 1 $39,581.21 $39,581.21 5 P-409 JBITUMINOUS CONCRETE - TYPE 6F, TOP ( 7,060 TON $90.00 $635,400.00 $65.00 $458,900.00 $61.26 $432,495.60 6 P-409 ITRUE AND LEVEL COURSE 5,190 TON $90.00 $467,100.00 $65.00 $337,350.00 ( $58.36 $302,888.40 7 P-502 IFULL DEPTH PCC PAVEMENT REPAIR 285 SY $250.00 $71,250.00 $100.00 $28,500.00 $353.00 $100,605.00 8 P-503 IJOINT RESEALING 10,350 LF $4.00 ( $41,400.00 $1.50 $15,525.00 $3.51 $36,328.50 9 P-503 ICRACK SEALING 2,205 LF $6.00 $13,230.00 $5.00 $11,025.00 $3.51 $7,739.55 10 P-603 JBITUMINOUS TACK COAT 3,785 GAL $1.75 $6,623.75 $4.00 $15,140.00 $2.00 $7,570.00 11 P-612 IFIELD OFFICE 1 LS $11,000.00 $11,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 12 P-620 IRUNWAY & TAXIWAY PAINTING 32,930 SF $1.00 $32,930.00 ( $0.75 $24,697.50 $0.48 $15,806.40 13 P-625 ISAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 24,780 SY $2.00 $49,560.00 $1.27 $31,470.60 $1.29 $31,966.20 14 T-906 IBEACHGRASS 3,400 SY $8.00 $27,200.00 $5.10 ( $17,340.00 $25.50 $86,700.00 15 D-710 ISTABILIZATION FABRIC 3,675 SF $0.25 $918.75 $2.00 $7,350.00 $0.50 $1,837.50 16 D-712 IRIP-RAP BERM 280 LF $125.00 $35,000.00 $35.00 $9,800.00 $100.00 $28,000.00 17 L-108 ICABLE TRENCHING FOR THE INSTALLATION OF I UNDERGROUND CABLE 790 LF $6.00 $4,740.00 $5.00 $3,950.00 $5.00 $3,950.00 18 L-108 INO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR I I I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF $1.00 $3,465.00 $3.00 I $10,395.00 I $2.15 I $7,449.75 19 L-108 INO. 8 AWG, SKV, TYPE C SINGLE CONDUCTOR I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF I $1.00 $410.00 $3.00 $1,230.00 $2.50 $1,025.00 20 L-108 INO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS I I I AND EXOTHERMIC CONNECTIONS 790 LF $1.00 $790.00 $3.00 $2,370.00 $2.00 $1,580.00 21 L-110 I2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF I $15.00 $5,400.00 $15.00 $5,400.00 $9.50 $3,420.00 22 L-125 IGUIDANCE SIGN, 4 CHARACTERS, BASE I I MOUNTED, IN PLACE 4 EACH $3,000.00 $12,000.00 $6,000.00 $24,000.00 $10,150.00 $40,600.00 23 L-125 IMODIFICATION OF EXISTING RUNWAY THRESHOLD I I I page 1 ELIZABETH FIELD AIRPORT-FISHERS ISLAND JENGINEERIS OPINION OF TOWN OF SOUTHOLD, NY (CONSTRUCTION COST R/W 7-25 & 12-30 OVERLAY jC$S ENGINEERS, INC. IBOURGEOIS & SHAW INCORPORATED IhORTHEASTERN ENTERPRISES, INC. FAA-AIP NO. 3-36-0029-08-93 11020 SEVENTH NORTH STREET 116 SAND HILL ROAD 1232 RIXTON ROAD NYSDOT PROJECT NO. 0913.08 ILIVERPOOL, NEW YORK 13088 ISIMSBURY, CT 06089 INORWICH, CT 06360 ALTERNATE NO. 1 1 1 1 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ITEM FAA I I I UNIT I UNIT I UNIT NO. SPEC NOI DESCRIPTION QUANTITY UNITS PRICE TOTAL PRICE TOTAL PRICE TOTAL -------------- ---------------------------------------------- - LIGHTS --------------------------------------- 16 EACH $150.00 - $2,400.00 $600.00 $9,600.00 ( $450.00 $7,200.00 24 M-100 IMAINTENANCE AND PROTECTION OF TRAFFIC ( 1 LS $35,000.00 $35,000.00 $55,000.00 $55,000.00 $119,835.00 $119,835.00 25 M-150 IPROJECT SURVEY & STAKEOUT 1 LS $15,000.00 $15,000.00 $113,000.00 $113,000.00 $18,775.00 $18,775.00 26 M-200 IMOBILIZATION 1 LS ( $69,182.50 $69,182.50 $40,000.00 --------------- $40,000.00 $47,898.00 -------------- $47,898.00 ---------------� ------------ I---------------------------------------------- TOTAL BID ---------------- -------------- --------------- $1,790,000.00 -------------- $1,429,543.10 $1,492,015.63 (BID SECURITY I 5% BID BOND 5% BID BOND �* DENOTES BIDDER'S ERROR, THE -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- CORRECTED VALUE IS SHOWN. C&S ENGINEERS, INC. JOB NUMBER: 211.006 BID TABULATION I CERTIFY THAT THIS IS A TRUE AND CORRECTT BUL TION OF BIDS RECEIVED AUGUST 18, 1993. SIGNED: DATE: 19 -Aug -93 ELIZABETH FIELD AIRPORT -FISHERS ISLAND TOWN OF SOUTHOLD, NY R/W 7-25 & 12-30 OVERLAY IFALVEY CONSTRUCTION CORP. ICHESTERFIELD ASSOCIATES, INC. FAA-A1P NO. 3-36-0029-08-93 1184 ROUTE 81, BLDG. 2 15 COUNTRY ROAD NYSDOT PROJECT NO. 0913.08 IP.O. BOX 699 IWESTHAMPTON BEACH, NY 11978 ALTERNATE NO. 1 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- IKILLINGWORTH, CT 06419 I ITEM FAA I I I UNIT UNIT UNIT NO. SPEC NOI DESCRIPTION I QUANTITY UNITS I PRICE I TOTAL I PRICE I TOTAL I PRICE I TOTAL I 1 P-152 ICOMMON EXCAVATION I 1 LS I $20,200.00 I $20,200.00 I $22,000.00 I $22,000.00 2 P-153 ICOLD MILLING EXISTING PAVEMENT ( 17,500 SY I $3.50 I $61,250.00 I $4.22 I $73,850.00 I 3 P-400 (PREPARATION OF EXISTING PAVEMENT, TYPE I I 7,000 SY I $8.73 i $61,110.00 I $10.50 I $73,500.00 4 P-400 (PREPARATION OF EXISTING PAVEMENT, TYPE II I 1 LS I $30,000.00 I $30,000.00 I $69,900.00 I $69,900.00 I 5 P-409 (BITUMINOUS CONCRETE - TYPE 6F, TOP I 7,060 TON I $86.85 I $613,161.00 I $115.50 I $815,430.00 6 P-409 ITRUE AND LEVEL COURSE I 5,190 TON I $86.65 I $449,713.50 ( $115.50 I $599,445.00 7 P-502 (FULL DEPTH PCC PAVEMENT REPAIR I 285 SY I $200.00 I $57,000.00 I $435.50 I $124,117.50 8 P-503 IJOINT RESEALING I 10,350 LF I $3.50 I $36,225.00 I $4.50 I $46,575.00 I 9 P-503 ICRACK SEALING I 2,205 LF I $3.50 I $7,717.50 I $4.50 I $9,922.50 10 P-603 (BITUMINOUS TACK COAT I 3,785 GAL I $4.00 I $15,140.00 I $3.90 I $14,761.50 11 P-612 IFIELD OFFICE I 1 LS i $68,200.00 I $68,200.00 I $30,000.00 ( $30,000.00 12 P-620 IRUNWAY & TAXIWAY PAINTING I 32,930 SF I $0.50 I $16,465.00 I $0.63 I $20,745.90 13 P-625 ISAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT I 24,780 SY I $2.80 I $69,384.00 I $1.65 I $40,887.00 14 T-906 IBEACHGRASS I 3,400 SY I $23.20 I $78,880.00 I $4.30 I $14,620.00 15 D-710 ISTABILIZATION FABRIC I 3,675 SF I $0.50 I $1,837.50 I $0.75 ( $2,756.25 16 D-712 IRIP-RAP BERM ( 280 LF I $60.00 I $16,800.00 I $190.00 I $53,200.00 17 L-108 ICABLE TRENCHING FOR THE INSTALLATION OF I UNDERGROUND CABLE I 790 LF I $20.00 I $15,800.00 I $5.00 I $3,950.00 18 L-108 INO. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT I 3,465 LF I $0.60 I $2,079.00 I $3.90 I $13,513.50 I ( I 19 L-108 INO. 8 ANG, 5KV, TYPE C SINGLE CONDUCTOR I UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT I 410 LF I $1.00 I $410.00 I $4.55 I $1,865.50 20 L-108 INO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS I 790 LF I $0.70 I $553.00 I $4.42 I $3,491.80 I I 21 L-110 I2 -INCH DIAMETER RIGID STEEL CONDUIT I 360 LF I $3.00 I $1,080.00 I $11.50 I $4,140.00 22 L-125 (GUIDANCE SIGN, 4 CHARACTERS, BASE I I I I MOUNTED, IN PLACE I 4 EACH I $6,365.00 I $25,460.00 I $5,977.40 I $23,909.60 23 L-125 (MODIFICATION OF EXISTING RUNWAY THRESHOLD page 3 ELIZABETH FIELD AIRPORT -FISHERS ISLAND I TOWN OF SOUTHOLD, NY I I I R/W 7-25 & 12-30 OVERLAY IFALVEY CONSTRUCTION CORP. ICHESTERFIELD ASSOCIATES, INC. I FAA-AIP NO. 3-36-0029-08-93 1184 ROUTE 81, BLDG. 2 15 COUNTRY ROAD NYSDOT PROJECT NO. 0913.08 IP.O. BOX 699 IWESTHAMPTON BEACH, NY 11978 ALTERNATE NO. 1 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- IKILLINGWORTH, CT 06419 I ITEM FAA I I I UNIT ( I UNIT I I UNIT NO. SPEC NOI DESCRIPTION I QUANTITY UNITS I PRICE I TOTAL I PRICE I TOTAL I PRICE I TOTAL I LIGHTS I 16 EACH I $260.00 I $4,160.00 I $531.70 I $8,507.20 I I 24 M-100 IMAINTENANCE AND PROTECTION OF TRAFFIC I 1 LS I $40,400.00 I $40,400.00 I $50,000.00 I $50,000.00 25 M-150 IPROJECT SURVEY & STAKEOUT I 1 LS I $40,000.00 I $40,000.00 I $10,000.00 I $10,000.00 26 M-200 IMOBILIZATION I 1 LS I $66,974.50 I $66,974.50 I $60,000.00 I $60,000.00 ------------ I----------------------------------------------I----------------I--------------I---------------I--------------I---------------I--------------I---------------I ITOTAL BID I I I $1,800,000.00 I I $2,191,088.25 I I I IBID SECURITY I I I I I I 5% BID BOND I I I I I I I 5% BID BOND I I* DENOTES BIDDER'S ERROR, THE -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I CORRECTED VALUE IS SHOWN. I I I I I I I I I I I ( I I C&S ENGINEERS, INC. JOB NUMBER: 211.006 BID TABULATION I CERTIFY THAT THIS IS A TRUE AND ACORRECT TABULATION OF BIDS RECEIVED AUGUST 18, 1993. SIGNED: /W` DATE: 19 -Aug -93 page 4 Obw U.S. Department &. V" A Ad t 1. of Transportation 181 A. 3gGr. Ate, i2m. 3M Federal Aviation VAf Ab., ny 11581 Administration Mr. Scott L. Harris gF 'Vrr) Superintendent, Town of Southold Town Hall-, � 53095 Main Road �Mi P.O. Box 1179 Southold, New York 11971 Dear Mr. Harris; Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 - Contract Award - AIP 3-36-0029-08-93 Reference is made to a letter received from your consultant C&S Engineers, Inc. dated August 24, 1993 transmitting the bids tabulation for the subject contract and their recommendation to you for award. Please be advised that we have reviewed the bid analysis and concur in the award, provided that your written recommendation to us is also affirmative and this contract is awarded to the lowest qualified bidder Bourgeois & Shaw, Inc. located at 16 Sand Hill Road in Simsbury, CT 06089 in the amount of $1,429,543.10. Federal share for this contract is 90% of all the eligible costs. It is requested that you submit to us in conjunction with this contract, the insurance and the payment and performance bonds. If you have any questions, please call at 516-295-9343. Sif�c:�re�.y, Dan Vornea Airport Engineer JUDITH T. TERRY 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 (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON SEPTEMBER 8, 1993: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott L. Harris to execute the contract between the Town of Southold and Bourgeois S Show, Inc., Simsbury, Connecticut, for the Elizabeth Field Airport, Fishers Island, Runway 7-25 6 12-30 Overlay project, AIP Project No. 3-36-0029-08-93, NYSDOT Project No. 0913.08, all in accordance with the recommendation of the Town's consulting engineers for the project, C&S Engineers, Inc. `..._.ter.. V Judith T. Terry Southold Town Clerk September 9, 1993 cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 September 1, 1993 Mr. Scott L. Harris Town Supervisor Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Re: Fisher's Island Airport Runway 7-25 & 12-30 Overlay AIP Project No. 3-36-0029-08-93 NYSDOT Project No. 0913.08 Dear Mr. Harris: We are enclosing the following information for your review and execution: • The Original Contract. • Four conformed copies of the Contract. • Two copies of the Contractor's Performance Bond. • Two copies of the Contractor's Labor and Material Payment Bond. • Two copies of the Contractor's Certificates of Insurance. If the enclosed documents meet your approval, please have the original and all copies of the contract signed and notarized. Keep the original contract for your files and return the remaining copies to our office for further processing. If you have any questions or require additional information, please do not hesitate to contact our office. Very truly yours, C&S ENGINEERS, INC. Bruce W. Clark Project Engineer BWC Jmc Enclosures CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF RI:INWAY 7-25 & 12-30 OVERLAY ELIZABETH FIELD AIRPORT TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK FAA AIP PROJECT NO. 3-36-0029-08-93 NYSDOT PROJECT NO. 0913.08 JUNE 1993 ORIGINAL ADDENDUM INSERTED August 2, 1993 211.006 ADDENDUM NO. 1 To The Contract Documents For The Construction Of The RUNWAY 725 & 12-30 OVERLAY AT Fi EZABETH FIELD AIRPORT TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK AIP PROJECT NO.: 3-36-0029-08-93 NYSDOT PROJECT NO.: 0913.08 TO ALL HOLDER OF CONTRACT DOCUMENTS: Your attention is directed to the following interpretations of changes in and additions to the Contract Documents for the construction of the Runway 7-25 & 12-30 Overlay Contract at the Elizabeth Field Airport, Fishers Island, New York. This Addendum is part of the Contract Documents in accordance with the provisions of Article 20-17, ADDENDA AND INTERPRETATIONS. IN THE CONTRACT SPECIFICATIONS: 1. In the Advertisement, DELETE the first paragraph "Sealed bids for ..... opened and read aloud.", and SUBSTITUTE THEREFOR, the following: "Sealed bids for the construction of Runway 7-25 & 12-30 Overlay Contract will be received at the Town Clerk's Office, 53095 Main Road, Southold, New York until 11:00 a.m., local time, August 18, 1993, and there, at said office, at said time, publicly opened and read aloud." 2. In the Quantities for Canvass of Bids and the Bid Sheets in the Base Bid, in Item No. 2, P-153 Cold Milling Existing Pavement, DELETE the Quantity "10,250 s.y." and SUBSTITUTE THEREFOR, "14,750 s.y". 3. In the Quantities for Canvass of Bids and the Bid Sheets, in Alternate No. 1, in Item No. 2, P-153 Cold Milling Existing Pavement, DELETE the Quantity "13,000 s.y." and SUBSTITUTE THEREFOR, "17,500 s.y". 4. In the Quantities for Canvass of Bids and the Bid Sheets, in the Base Bid, in Item No. 6, P-409 True and Level Course, DELETE the Quantity "3,595 Ton" and SUBSTITUTE THEREFOR, "3,665 Ton". AM\r1\sddaWA Addendum No. 1 211.006 Page 2 of 2 5. In the Quantities for Canvass of Bids and the Bid Sheets, in Alternate No 1, in Item No. 6, P-409 True and Level Course, DELETE the Quantity "5,120 Ton" and SUBSTITUTE THEREFOR, "5,190 Ton". 6. In the Special Provisions, Item P-409, Bituminous Concrete Pavement, Section 409-4.1, DELETE the second sentence in the first paragraph "However, the Contractor ... at a minimum. ", and SUBSTITUTE THEREFOR, "However, the Contractor shall be required to install 100 tons per hour minimum and 800 tons per day minimum of bituminous surface course." ON THE CONTRACT DRAWINGS: 1. On the Title Sheet in the Quantities for Canvass of Bids in the Base Bid, in Item No. 2, P-153 Cold Milling Existing Pavement, DELETE the Quantity "10,250 s.y." and SUBSTITUTE THEREFOR, "14,750 s.y". 2. On the Title Sheet in the Quantities for Canvass of Bids in Alternate No. 1, in Item No. 2, P-153 Cold Milling Existing Pavement, DELETE the Quantity "13,000 s.y." and SUBSTITUTE THEREFOR, "17,500 s.y.". 3. On the Title Sheet in the Quantities for Canvass of Bids in the Base Bid, In Item No. 6, P-409 True and Level Course, DELETE the Quantity "3,595 Ton" and SUBSTITUTE THEREFOR, "3,665 Ton". 4. On the Title Sheet in the Quantities for Canvass of Bids in Alternate No. 1, in Item No. 6, P-409 True and Level Course, DELETE the Quantity "5,120 Ton" and SUBSTITUTE THEREFOR, "5,190 Ton". 5. On Sheet 2, General Plan, ADD the following General Notes: "25. The Contractor shall stop all construction and shall have all airport operating surfaces open to aircraft traffic from Memorial Day to Labor Day." "26. All pavement millings from this project shall remain the property of the Town of Southold." 6. On Sheet No. 8, Details, ADD the attached Runway Intersection Milling Plan and Milling Detail. END OF ADDENDUM /17W &S ENGIlVEERS, C /�/. . - - Emanuel L-C1d1eceffnds, P.E. AM.1 Existing Pavement To Be RUNWAY INTERSECTION ' MILLING PLAN Scale: I 11= 60 'NOTE_ The Proposed Runway Intesection Milling 'Location Is Approximate Only. Exact Location Shall Be Field Verified By The Engineer. 2"(TYP .) Existing Pavement To ' Be Removed By Milling, 1/4" Min. Depth Proposed NYSDOT Type 6F Top Course, Item P-409 Proposed True And Leveling Course Thickness Varies, Item P-409 Proposed Bituminous Tack Coat, Item P-603 RUNWAY INTERSECTION ' MILLING DETAIL Not To Scale CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF RUNWAY 7-25 & 12-30 OVERLAY /IS NSW Y\ Fp 56719 AAOFESSt(kP�� 21L006 ELIZABETH FIELD AIRPORT TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK FAA AIP PROJECT NO. 3-36-0029-08-93 NYSDOT PROJECT NO. 0913.08 JUNE 1993 C&S ENGINEERS, INC. 1020 Seventh North Street Liverpool, New York 13088 Ronald L. Peckham, P.E. - N.Y.S.P.E. Lie. No. 56719 NO ALTERATION PERMITTED HBREW EXCEPT AS PROVIDED UNDER SBcnoN 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. TABLE OF CONTENDS I 1 11/92 TOC -1 ADVERTISEMENT QUANTITIES FOR CANVASS OF BIDS IGENERAL PROVISIONS Section 10 - Definition of Terms Section 20 Proposal Requirements Conditions - and 20-01 - Notice to Contractors 20-02 - Prequalification of Bidders 20-03 - Contents of Proposal Form 20-04 - Issuance of Proposal Forms 20-05 - Interpretation of Estimated Proposal Quantities 20-06 - Examination of Plans, Specifications and Site 20-07 - Preparation of Proposal 20-08 - Irregular Proposals 20-09 - Proposal Guarantee 20-10 - Delivery of Proposal 20-11 - 20-12 - Withdrawal or Revision of Proposals Public Opening of Proposals 20-13 Disqualification of Bidders 20-14 - Material Guarantee 20-15 - Requirements for Corporation, Firm, Partnership or Individual from Different States 20-16 - Public Liability Insurance for Construction Contract 20-17 - Addenda and Interpretation 20-18 - Sales Tax Exemption 20-19 - State Provisions 20-20 - General Municipal Law and State Finance Law 20-21 - Equal Employment Opportunity Requirements 20-22 - State and Federal Participation 20-23 - Wage Rates Section 30 - Award and Execution of Contract 30-01 - Consideration of Proposals 30-02 - 30-03 - Award of Contract Cancellation of Award 30-04 - Return of Proposal Guarantee 30-05 - Requirements of Contract Bonds 30-06 - Execution of Contract 30-07 - Approval of Contract 30-08 - Failure to Execute Contract 30-09 - Commencement and Completion 30-10 - Power of Attorney 30-11 - Contract Drawings Furnished to Contractors I 1 11/92 TOC -1 50-01 - Authority of the Engineer Bid 50-02 - Agreement Section 40 - Scope of Work Coordination of Contract, Plans and Specifications Cooperation of Contractor 40-01 - Intent of Contract 50-05 40-02 - Alteration of Work and Quantities 40-03 - Omitted Items Construction Layout and Stakes 40-04 - Extra Work 50-07 - 40-05 - Maintenance of Traffic 40-06 - Removal of Existing Structures Authority and Duty of Inspectors 40-07 - Rights In and Use of Materials Found In the Work ' 40-08 - Final Cleaning Up 40-09 - Debris Removal of Unacceptable and Unauthorized Work 40-10 - Subsurface Conditions 50-11 - Section 50 - Control of Work 50-01 - Authority of the Engineer 50-02 - Conformity with Plans and Specifications 50-03 - 50-04 - Coordination of Contract, Plans and Specifications Cooperation of Contractor 50-05 Cooperation Between Contractors 50-06 - Construction Layout and Stakes 50-07 - Automatically Controlled Equipment 50-08 - Authority and Duty of Inspectors 50-09 - Inspection of the Work 50-10 - Removal of Unacceptable and Unauthorized Work 50-11 - Load Restrictions 50-12 - Maintenance During Construction 50-13 - Failure to Maintain the Work 50-14 - Partial Acceptance 50-15 - Final Acceptance 50-16 - Claims for Adjustment and Disputes 50-17 - Shop and Setting Drawings 50-18 - Electrical Shop Drawings 50-19 - Shop Drawing Approval Procedure 50-20 - 50-21 - Removal of Water Sheeting and Bracing Section 60 - Control of Materials 1 11/92 TOC -2 I 60-01 - Source of Supply and Quality Requirements 60-02 - Samples, Tests and Cited Specifications 60-03 - Certification of Compliance 60-04 - Plant Inspection 60-05 - . Field Office 60-06 Storage of Materials 60-07 - Unacceptable Materials 60-08 Owner Furnished Materials 1 11/92 TOC -2 I FI 1 11/92 TOC -3 Section 70 - Legal Relations and Responsibility to Public ' 70-01 - Laws to be Observed 70-02 - Permits, Licenses and Taxes 70-03 - Patented Devices, Materials and Processes 70-04 - Restoration of Surfaces Disturbed by Others 70-05 - Federal Aid Participation 70-06 - Sanitary, Health and Safety Provisions 70-07 - Public Convenience and Safety 70-08 - Barricades, Warning Signs and Hazard Markings 70-09 - Use of Explosives 70-10 - Protection and Restoration of Property and Landscape 70-11 - Responsibility for Damage Claims 70-12 - Third Party Beneficiary Clause 70-13 - 70-14 - Opening Sections of the Work to Traffic Contractors Responsibility for Work 70-15 - Contractors Responsibility for Utility Service and Facilities of Others 70-16 - Furnishing Rights -of -Way 70-17 - Personal Liability of Public Officials 70-18 - No Waiver of Legal Rights 70-19 - Environmental Protection 70-20 - Archaeological and Historical Findings 70-21 - New York State Department of Transportation, Airport Development Contract Requirements 70-22 - Required Provisions for Federally Assisted Airport Construction Projects 70-23 - General Municipal and State Finance Law 70-24 New York State Participation Section 80 - Prosecution and Progress 80-01 - Subletting of Contract 80-02 - Notice to Proceed 80-03 - Prosecution and Progress 80-04 - Limitation of Operations 80-05 - Character of Workers, Methods and Equipment 80-06 - Temporary Suspension of the Work 80-07 - Determination and Extension of Contract Time 80-08 - Failure to Complete on Time 80-09 - Default and Termination of Contract 80-10 - Termination for National Emergencies 80-11 - General Airport Operating Requirements 80-12 - 80-13 - Specific Airport Operating Requirements Night Work 80-14 - Occupancy Areas 80-15 - Safety on Airports During Construction Activities i . FI 1 11/92 TOC -3 Section 90 - Measurement and Payment 90-01 - Measurement of Quantities 90-02 - Scope of Payment 90-03 - Compensation for Altered Quantities 90-04 - Payment for Omitted Items 90-05 - Payment for Extra and Force Account Work 90-06 - Partial Payments 90-07 - Payment for Materials on Hand 90-08 - Acceptance and Final Payment 90-09 - Guarantee 90-10 - Security for Guarantee 90-11 - Lien Law 11/92 TOC -4 SPECIAL PROVISIONS Item Number Description P-152 Excavation and Embankment P-153 Cold Milling Existing Pavement P-156 Temporary Air and Water Pollution, Soil Erosion and Siltation Control P-400 Preparation of Existing Pavement P-409 Bituminous Concrete Pavement P-501 Portland Cement Concrete Pavement P-502 Full Depth Repair of Portland Cement Concrete Pavement P-503 Joint and Crack Resealing P-603 Bituminous Tack Coat P-605 P-612 Joint Sealing Filler Field Office P-620 Runway and Taxiway Painting P-625 Coal -Tar Pitch Emulsion Seal Coat D-710 Stabilization Fabric D-711 Lining D-712 Rip -Rap Berm T-901 Seeding T-905 Topsoiling T-906 Beachgrass T-908 Mulching L-108 Installation of Underground Cable for Airports L-110 Installation of Airport Underground Electrical Duct L-125 Installation of Airport Lighting and Navigational Systems M-100 Maintenance and Protection of Traffic M-150 Project Survey and Stakeout M-200 Mobilization PLANS Sheet Number Title 1 Title Sheet 2 General Plan 3 Grading Plan and Profile 4 Grading Plan and Profile 5 Grading Plan and Profile 6 Grading Plan and Profile 7 Lighting and Marking Plan 8 Details r. END OF SECTION 11/92 TOC -5 i ADVERTISEMENT NOTICE TO CONTRACTORS FOR THE CONSTRUCTION OF RUNWAY 7-25 & 12-30 OVERLAY AT THE ELIZABETH FIELD AIRPORT ITOWN OF SOUTHOLD 1 END OF SECTION 1 11/92 ADV -1 Sealed bids for the construction of Runway 7-25 & 12-30 Overlay Contract will be received at the Town Clerk's Office, 53095 Main Road, Southold, New York until 11:00 a.m., local time, August 5, 1993, and there, at said office, at said time, publicly opened and read aloud. The Base Bid of this project includes the bituminous overlay of Runway 12-30 which is approximately 2,500 feet by 100 feet. Alternate No. 1 includes the bituminous overlay of Runways 7-25 & 12-30 which are approximately 2,000 feet by 75 feet and 2,500 feet by 100 feet respectively. The work generally includes all associated pavement cleaning, crack repairs, bituminous pavement, and marking improvements. The Contract Documents, consisting of the Advertisement, General Provisions, Bid, Agreement, Special Provisions and Contract Drawings, may be obtained only from the Town Clerk's Office, 53095 Main Road, Southold; New York (516-765-1801), upon deposit of fifty dollars ($50.00) per set (check only). Any bidder, submitting a sealed bid, upon returning the drawings in good condition within thirty (30) days of the bid date will be refunded the full amount of his deposit. Non -bidders will not be refunded their deposits. 1 Parties failing to conform to the above conditions within the prescribed allotted time shall forfeit their deposits as heretofore set forth and shall have no recourse against the Town of Southold for refunds of the Plans and Specifications deposit. The Town of Southold has scheduled a pre-bid conference to review specific requirements of this contract. All prospective bidders are encouraged to review the documents and attend this meeting. The pre-bid conference is scheduled for 10:00 a.m. local time July 29, 1993 at the Fishers Island Airport. Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's Office, 53095 Main Road, Southold, New York and at the Office of C&S Engineers, Inc., 1020 Seventh North Street, Liverpool, New York, (315-455-7981), and at the Fishers Island Ferry District Office on Fishers Island, (516-788-7463). Each bid must be accompanied by a certified check or bid bond, in the amount of five percent (5%) of the total maximum bid price (combination of base bid or alternate bid plus add-on items) for the contract in the form and subject to the conditions provided in the Preparation of Proposal. The right is reserved to waive any informalities in the bid and to reject any and all bids. ITOWN OF SOUTHOLD 1 END OF SECTION 1 11/92 ADV -1 QUANTITIES FOR CANVASS OF BIDS ELIZABETH FIELD AIRPORT -FISHERS ISLAND 21.1.006 TOWN OF SOUTHOLD, NY -------- R/W 7-25 & 12-30 OVERLAY 06/24/93 BASE BID ITEM FAA NO. SPEC NO. DESCRIPTION QUANTITY UNITS 1 P-152 COMMON EXCAVATION 1 LS 2 P-153 COLD MILLING EXISTING PAVEMENT 10,250 SY 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 5,000 SY 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 4,950 TON 6 P-409 TRUE AND LEVEL COURSE 3,595 TON 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 275 SY 8 P-503 JOINT RESEALING (PCC) 6,900 LF 9 P-503 CRACK SEALING 2,205 LF 10 P-603 BITUMINOUS TACK COAT 2,660 GAL 11 P-612 FIELD OFFICE 1 LS 12 P-620 RUNWAY & TAXIWAY PAINTING 32,930 SF 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 14,975 SY 14 T-906 BEACHGRASS 3,400 SY 15 D-710 STABILIZATION FABRIC 3,675 SF 16 D-712 RIP -RAP BERM 280 LF 17 L-108 CABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 790 LF 18 L-108 NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF 19 L-108 NO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF 20 L-108 NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF 22 L-125 GUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD LIGHTS 8 EACH 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS 26 --------------------------------------------------------------------------- M-200 MOBILIZATION 1 LS PAGE 1 1 n 1 I t 1 QUANTITIES FOR CANVASS OF BIDS ELIZABETH FIELD AIRPORT -FISHERS ISLAND TOWN OF SOUTHOLD, NY R/W 7-25 & 12-30 OVERLAY ALTERNATE NO. 1 ITEM FAA 211.006 06/24/93 NO. SPEC NO. DESCRIPTION QUANTITY UNITS 1 P-152 COMMON EXCAVATION 1 LS 2 P-153 COLD MILLING EXISTING PAVEMENT 13,000 SY 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 7,000 SY 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 7,060 TON 6 P-409 TRUE AND LEVEL COURSE 5,120 TON 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 285 SY 8 P-503 JOINT RESEALING 10,350 LF 9 P-503 CRACK SEALING 2,205 LF 10 P-603 BITUMINOUS TACK COAT 3,785 GAL 11 P-612 FIELD OFFICE 1 LS 12 P-620 RUNWAY & TAXIWAY PAINTING 32,930 SF 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 24,780 SY 14 T-906 BEACHGRASS 3,400 SY 15 D-710 STABILIZATION FABRIC 3,675 SF 16 D-712 RIP -RAP BERM 280 LF 17 L-108 CABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 790 LF 18 L-108 NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF 19 L-108 NO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF 20 L-108 NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF 22 L-125 GUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD LIGHTS 16 EACH 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS 26 --------------------------------------------------------------------------- M-200 MOBILIZATION 1 LS PAGE 1 SECTION 10 DEFINITION OF TERMS Whenever the following terms are used in these Specifications, in the Contract, in any documents or other instruments pertaining to construction where these Specifications govern, the intent and meaning shall be interpreted as follows: 10-01 AASHTO. The American Association of State Highway and Transportation Officials, the successor association to AASHO. 10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements constructed thereon connecting the airport to a public highway. 10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting bids for work to be performed and materials to be furnished. 10-04 AIP. The Airport Improvement Program, a grant-in-aid program, administered by the Federal Aviation Administration. 10-05 AIR OPERATIONS AREA. For the purpose of these Specifications, the term air operations area shall mean any area of the airport used or intended to be used for the landing, takeoff or surface maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, taxiway or apron. 10-06 AIRPORT. Airport means an area of land or water which is used or intended to be used for the landing and takeoff of aircraft and includes its buildings and facilities, if any. The name of the Airport for which bids are being taken is the Elizabeth Field Airport, Town of Southold, Fishers Island, New York. 10-07 ASTM. The American Society for Testing and Materials. 10-08 AWARD. The acceptance, by the Owner, of the successful bidder's proposal. 10-09 BIDDER. Any individual, partnership, firm or corporation, acting directly or through a duly authorized representative, who submits a proposal for the work contemplated. 10-10 BUILDING AREA. An area on the airport to be used, considered or intended to be used for airport buildings or other airport facilities or rights-of-way together with all airport buildings and facilities located thereon. 10-11 CALENDAR DAY. Every day shown on the calendar. 10-12 CHANGE ORDER. A written order to the Contractor covering changes in the Plans, Specifications or 1 proposal quantities and establishing the basis of payment and Contract time adjustment, if any, for the work affected by such changes. The work, covered by a Change Order, shall be within the scope of the Contract. 10-13 CONTRACT. The written Agreement covering the work to be performed. The awarded Contract shall include but is not limited to: The Advertisement; The Contract Form; The Proposal; The Performance Bond; 1 11/92 GP 10-1 The Payment Bond; any required insurance certificates; The Specifications; The Plans; and any addenda issued to bidders. 10-14 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is provided in the Contract. 10-15 CONTRACT TIME. The number of calendar days or working days stated in the proposal, allowed for completion of the Contract, including authorized time extensions. If a calendar date of completion is stated in the proposal, in lieu of a number of calendar or working days, the Contract shall be completed by that date. 10-16 CONTRACTOR. The individual, partnership, firm or corporation primarily liable for the acceptable ' performance of the work contracted and for the payment of all legal debts pertaining to the work who acts directly or through lawful agents or employees to complete the Contract work. 10-17 DRAINAGE SYSTEM. The system of pipes, ditches and structures by which surface or subsurface waters are collected and conducted from the airport area. 10-18 ENGINEER The individual, partnership, firm or corporation duly authorized by the Owner (sponsor) to be responsible for engineering supervision of the Contract work and acting directly or through an authorized representative. The Consulting Engineers as a duly authorized representative is C&S Engineers, Inc., 1020 Seventh North Street, Liverpool, New York 13088. 10-19 EQUIPMENT. All machinery, together with the necessary supplies for upkeep and maintenance, and also all tools and apparatus necessary for the proper construction and acceptable completion of the work. 10-20 EXTRA WORE. An item of work not provided for in the awarded Contract, as previously modified by Change Order or Supplemental Agreement, but which is found by the Engineer to be necessary to complete the work within the intended scope of the Contract as previously modified. 10-21 FAA. The Federal Aviation Administration of the U.S. Department of Transportation. When used to designate a person, FAA shall mean the Administrator or his/her duly authorized representative. 10-22 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and supplements, amendments, and indices thereto are prepared and issued by the General Services Administration of the Federal Government. They may be obtained from: DODSSP Standardization Document Order Desk 700 Robbins Avenue, Bldg. 4D Philadelphia, PA 19111-5094 10-23 INSPECTOR. An authorized representative of the Engineer assigned to make all necessary inspections and/or tests of the work performed or being performed, or of the materials furnished or being furnished by the Contractor. The Inspector shall be a representative from the firm of C&S Engineers, Inc. 10-24 INTENTION OF TERMS. Whenever, in these Specifications or on the Plans, the words "directed," "required," "permitted," "ordered," "designated," "prescribed," or words of the like import are used, it shall be understood that the direction, requirement, permission, order, designation, or prescription of the Engineer is intended; and similarly, the words "approved," "acceptable," "satisfactory," or words of like import, shall mean approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to the final determination of the Owner. Any reference to a specific requirement of a numbered paragraph of the Contract Specifications 11/92 GP 10-2 IJ or a cited standard shall be interpreted to include all general requirements of the entire section, Specification item, or cited standard that may be pertinent to such specific reference. 10-25 LABORATORY. The official testing laboratories of the Owner or such other laboratories as may be designated by the Engineer. 10-26 LIGHTING. A system of fixtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the airport surface. 10-27 MAJOR AND MINOR CONTRACT ITEMS. A major Contract Item shall be any item that is listed in the proposal, the total cost of which is equal to or greater than twenty percent (20%) of the total amount of the awarded Contract. All other items shall be considered minor Contract Items. 10-28 MATERIALS. Any substance specified for use in the construction of the Contract work. w10-29 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual Contract work on a previously agreed to date. If applicable, the Notice to Proceed shall state the date on which the Contract time begins. 10-30 OWNER (SPONSOR). The term Owner shall mean the party of the first part or the contracting agency signatory to the Contract. For AIP Contracts, the term sponsor shall have the same meaning as the term Owner. Whenever the words "Owner," "Town," "Town of Southold" "Sponsor" or "Party of the first part" are used, the same are understood to mean the Town of Southold, New York or its representative duly authorized to act. 10-31 PAVEMENT. The combined surface course, base course, and subbase course, if any, considered as a single unit. 10-32 PAYMENT BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that he will pay in full all bills and accounts for materials and labor used in the construction of the work. 10-33 PERFORMANCE BOND. The approved form of security furnished by the Contractor and his/her surety as a guaranty that the Contractor will complete the work in accordance with the terms of the Contract. 10-34 PLANS. The official drawings, "Contract Drawings" or exact reproductions which show the location, character, dimensions and details of the airport and the work to be done and which are to be considered as a part of the Contract, supplementary to the Specifications. 10-35 PROJECT. The agreed scope of work for accomplishing specific airport development with respect to a particular airport. The Base Bid of this project includes the bituminous overlay of Runway 12-30 which is approximately 2,500 feet by 100 feet. Alternate No. 1 includes the bituminous overlay of Runways 7-25 & 12-30 which are approximately 2,000 feet by 75 feet and 2,500 feet by 100 feet respectively. The work generally includes all associated pavement cleaning, crack repairs, bituminous pavement, and marking improvements. 10-36 PROPOSAL The written offer of the bidder (when submitted on the approved proposal form) to perform the contemplated work and furnish the necessary materials in accordance with the provisions of the Plans and Specifications. 1 11/92 GP 10-3 1049 EQUIVALENTS. Whenever in these Specifications any particular brand, material or device is speed, with or without the term "or equal" or "other approved" or similar qualification, it is to be regarded as indicating the standard of excellence required. Another brand, material or device of equal merit in the opinion of the Engineer may be used, provided that the Contractor in his bid or proposal has stated what article he proposed to furnish in place of that specified. In case no such statement is made, the Contractor will be considered to contemplate the particular goods named. 1 11/92 GP 10-4 1 10-37 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee that the bidder will enter into a Contract if his/her proposal is accepted by the Owner. 10-38 RUNWAY. The area on the airport for the landing and takeoff of aircraft. prepared 10-39 SPECIFICATIONS. A part of the Contract containing the written directions and requirements for completing the Contract work. Standards for specifying materials or testing which are cited in the Contract Specifications by reference shall have the same force and effect as if included in the Contract physically. 1040 STRUCTURES. Airport facilities; such as, bridges, culverts, catch basins, inlets, retaining walls, cribbing, storm and sanitary sewer lines, water lines, underdrains, electrical ducts, manholes, handholes, lighting fixtures and bases, transformers, flexible and rigid pavements, navigational aids, buildings, vaults, and other manmade features of the airport that may be encountered in the work and not otherwise classified herein. ' 1041 SUBGRADE. The soil which forms the pavement foundation. 1042 SUPERINTENDENT. The Contractor's executive representative who is present on the work during progress, authorized to receive and fulfill instructions from the Engineer, and who shall supervise and direct the construction. 1043 SUPPLEMENTAL AGREEMENT. A written Agreement between the Contractor and the Owner covering: 1) work that would increase or decrease the total amount of the awarded Contract, or any major Contract Item, by more than twenty-five percent (25%), such increased or decreased work being within the scope of the originally -awarded Contract, or 2) work that is not within the scope of the originally -awarded Contract. , 1044 SURETY. The corporation, partnership, or individual, other than the Contractor, executing payment or performance bonds which are furnished to the Owner by the Contractor. 1045 TAXIWAY. For the purpose of this document, the term taxiway means the portion of the air operations area of an airport that has been designated by competent airport authority for movement of aircraft to and from the airport's runways or aircraft parking areas. 1046 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals necessary or convenient to the Contractor's performance of all duties and obligations imposed by the Contract, Plans, and Specifications. , 1047 WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or Sunday, on which the normal working forces of the Contractor may proceed with regular work for at least six (6) hours toward completion of the Contract. Unless work is suspended for causes beyond the Contractor's control, Saturdays, Sundays and holidays on which the Contractor's forces engage in regular work, requiring the presence of an inspector, will be considered as working days. 1048 DATUM. All elevations shown on the Plans refer to USGS Datum, unless otherwise shown or specified. 1049 EQUIVALENTS. Whenever in these Specifications any particular brand, material or device is speed, with or without the term "or equal" or "other approved" or similar qualification, it is to be regarded as indicating the standard of excellence required. Another brand, material or device of equal merit in the opinion of the Engineer may be used, provided that the Contractor in his bid or proposal has stated what article he proposed to furnish in place of that specified. In case no such statement is made, the Contractor will be considered to contemplate the particular goods named. 1 11/92 GP 10-4 1 1 1 1 1 1 i 1 1 1 1 10-50 RESIDENT ENGINEER. The representative of the Owner directly in charge of the work. For this project, the Resident Engineer will be the firm of C&S Engineers, Inc. 11/92 END OF SECTION GP 10-5 I� J 1 1 e SECTION 20 PROPOSAL REQUIREMENTS AND CONDITIONS 20-01 NOTICE TO CONTRACTORS. A. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246, as amended). 1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals for minority and female participation, expressed in percentage terms for the Contractor's Work Force on all construction work in the covered area, are as follows: Goals for Minority Goals for Female Participation Participation 5.8% 6.9% These goals are applicable to all the Contractor's Construction Work Force (whether or not it is Federal or Federally -assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such ' geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and nonfederally involved construction. ' The Contractor's compliance with the executive order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR Part 60-4.3(a), and its efforts to meet the goals ' established for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the Contract, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from contractor to contractor or from project to project, for the sole purpose of meeting the Contractor goals shall be a violation of the Contract, the executive order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. ' 3. The Contractor shall provide written notification to the Director, OFCCP, within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the Contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the Contract is to be performed. 4. As used in this notice and in the contract resulting from this solicitation, the "covered area" is Suffolk County, New York. ' 11/92 GP 20-1 5. BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS FOR CONSTRUCTION CONTRACTS (JAN 1991) (a) The Aviation Safety and Capacity Expansion Act of 1990 provides that preference be given to steel and manufactured products produced in the United States when funds are expended pursuant to a grant issued under the Airport Improvement Program. The following terms apply: 1. Steel and Manufactured Products. As used in this clause, steel and manufactured products include (1) steel produced in the United States or (2) a manufactured product produced in the United States, if the cost of its components mined, produced or manufactured in the United States exceeds 60 percent of- the cost of all its components and final assembly has taken place in the United States. Components of foreign origin of the same class or kind as the products referred to in subparagraphs (b) (1) or (2) shall be treated as domestic. 2. Components. As used in this clause, components means those articles, materials, and supplies incorporated directly into steel and manufactured products. 3. Cost of Components. This means the costs for production of the components exclusive of final assembly labor costs. (b) The successful bidder will be required to deliver and to assure that only domestic steel and manufactured products will be used by the Contractor, subcontractors, materialmen, and suppliers in the performance of this contract, except those - (1) that the U.S. Department of Transportation has determined, under the Aviation Safety and Capacity Expansion Act of 1990, are not produced in the United States in sufficient and reasonably available quantities and of a satisfactory quality, , (2) that the U.S. Department of Transportation has determined, under the Aviation Safety and Capacity Expansion Act of 1990, that domestic preference would be inconsistent with the public , interest; or (3) that inclusion of domestic material will increase the cost of the overall project contract by more I than 25 percent. B. Bidders are hereby notified that all bids may be rejected if the lowest responsive bid received exceeds the Engineer's Opinion of Construction Cost by more than seven percent (7%) and it is determined that an award of Contract would cause excessive inflationary impact. 20-02 PREQUALIFICATION OF BIDDERS. Each bidder may be required to furnish the Owner satisfactory evidence of his/her competency to perform the proposed work. Such evidence of competency, unless otherwise specified, shall consist of statements covering the bidder's past experience on similar work, a list of equipment that would be available for the work, and a list of key personnel that would be available. In addition, each bidder may be required to furnish the Owner satisfactory evidence of his/her financial responsibility. Such evidence of financial responsibility, unless otherwise specified, shall consist of a confidential statement or report of the bidder's financial resources and liabilities as of the last calendar year or the Contractor's last fiscal year. Such statements or reports shall be certified by a public accountant. At the time of submitting such financial statements or reports, the bidder shall further certify whether his/her financial responsibility is approximately the same as stated or reported by the public accountant. If the bidder's financial responsibility has changed, the bidder shall qualify the public accountant's statement or report to reflect his/her (bidder's) true financial condition at the time such qualified statement or report is submitted to the Owner. 11/92 GP 20-2 1 CJI Each bidder shall submit "evidence of competency" and "evidence of financial responsibility" to the Owner within forty-eight (48) hours after the time such evidence is requested. 20-03 CONTENTS OF PROPOSAL FORMS. The Owner shall furnish bidders with proposal forms. All papers bound with or attached to the proposal forms are necessary parts and must not be detached. The Plans, Specifications, and other documents designated in the proposal form shall be considered a part of the proposal. 1 20-04 ISSUANCE OF PROPOSAL FORMS. The Owner reserves the right to refuse to issue a proposal form to a prospective bidder should such bidder be in default for any of the following reasons: A. Failure to comply with any prequalification regulations of the Owner, if such regulations are cited, or otherwise included, in the proposal as a requirement for bidding. B. Failure to pay, or satisfactorily settle, all bills due for labor and materials on former contracts in force (with the Owner) at the time the Owner issues the proposal to a prospective bidder. C. Contractor default under previous contracts with the Owner. D. Unsatisfactory work on previous contracts with the Owner. 20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate of quantities of work to be done and materials to be furnished under these Specifications is given in the proposal. It is the result of careful calculations and is believed to be correct. It is given only as a basis for comparison of proposals and the award of the Contract. The Owner does not expressly or by implication agree that the actual quantities involved ' will correspond exactly therewith; nor shall the bidder plead misunderstanding or deception because of such estimates of quantities, or of the character, location, or other conditions pertaining to the work. Payment to the Contractor will be made only for the actual quantities of work performed or materials furnished in accordance with the Plans and Specifications. It is understood that the quantities may be increased or decreased as hereinafter provided in the subsection titled ALTERATION OF WORK AND QUANTITIES of Section 40 without in any way invalidating the unit bid prices. 1 20-06 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE. The bidder is expected to carefully examine the site of the proposed work, the proposal, Plans, Specifications, and Contract forms. He shall satisfy himself as to the character, quality, and quantities of work to be performed, materials to be furnished, and as to the requirements of the proposed Contract. The submission of a proposal shall be prima facie evidence that the bidder has made such examination and is satisfied as to the conditions to be encountered in performing the work and as to the requirements of the proposed Contract, Plans and Specifications. Boring logs and other records of subsurface investigations and tests, if applicable, are available for inspection of bidders. It is understood and agreed that such subsurface information, whether included in the Plans, Specifications, or otherwise made available to the bidder, was obtained and is intended for the Owner's design and estimating purposes only. Such information has been made available for the convenience of all bidders. It is further understood and agreed that each bidder is solely responsible for all assumptions, deductions, or conclusions which he may make or obtain from his/her examination of the boring logs and other records of subsurface investigations and tests that are furnished by the Owner. r20-07 PREPARATION OF PROPOSAL. DO NOT REMOVE the bid forms from this book. All Contract Documents, except the separately bound Contract Drawings, must be submitted with the bid. 11/92 GP 20-3 The bidder shall submit his/her proposal on the forms attached hereto. All blank spaces in' -the proposal forms must be correctly filled in where indicated for each and every item for which a quantity is given. The bidder shall state the price (written in ink or typed) both in words and numerals for which he proposes to do each payment item furnished in the proposal. In case of conflict between words and numerals, the words, unless obviously incorrect, shall govern. DO NOT ROUND OFF NUMERALS. Bids will be compared, computed and canvassed on the basis of the approximate estimate and quantities stated in the bid. The bidder shall sign his/her proposal correctly and in ink. If the proposal is made by an individual, his/her name and post office address must be shown. If made by a partnership, the name and post office address of each member of the partnership must be shown. If made by a corporation, the person signing the proposal shall give the name of the State under the laws of which the corporation was chartered and the name, titles, and business address of the president, secretary, and the treasurer. Anyone signing a proposal as an agent shall file evidence of his/her authority to do so and that the signature is binding upon the firm or corporation. Each bidder is required to state in his bid the names and places of residence of any and all persons interested , in the bid; that the bid is made without any connection with any person making another bid for the same contract; and that it is in all respects fair and without collusion or fraud. Each bid must be made upon the printed proposal, which is part of this notice, sealed with a standard envelope and endorsed upon the outside of the envelope with the name of the work to which the enclosed bid relates. 20-08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the following reasons: A. If the proposal is on a form other than that furnished by the Owner, or if the Owner's form is altered, or if any part of the proposal form is detached. B. If there are unauthorized additions, conditional or alternate pay items, or irregularities of any kind which make the proposal incomplete, indefinite, or otherwise ambiguous. , C. If the proposal does not contain a unit price for each pay item listed in the proposal, except in the case Of authorized alternate pay items, for which the bidder is not required to furnish a unit price. D. If the proposal contains unit prices that are obviously unbalanced. , E. If the proposal is not accompanied by the proposal guaranty specified by the Owner. The Owner reserves the right to reject any irregular proposal and the right to waive technicalities if such waiver is in the best interest of the Owner and conforms to local laws and ordinances pertaining to the letting of construction contracts. 20-09 PROPOSAL GUARANTY. Each separate proposal shall be accompanied by a certified check or bid bond payable to the order of the Town of Southold in the amount of five percent (5%) of the total maximum bid price (combination of base bid or alternate bid plus add-on items) for the Contract. 20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be placed in a sealed envelope plainly marked with the project number, location of airport, and name and business address of the bidder on the outside. When sent by mail, preferably certified, the sealed proposal, marked as indicated above, should be enclosed in an additional envelope. No proposal will be considered unless received at the place specified in the ' advertisement before the time specified for opening all bids. Proposals received after the bid opening time shall be returned to the bidder unopened. 11/92 GP 20-4 1 20-11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or revise (by withdrawal of one proposal and submission of another) a proposal provided that bidder's request for withdrawal is received by the Owner in writing or by telegram before the time specified for opening bids. Revised proposals must be received at the place specified in the Advertisement before the time speed for opening all bids. No bid will be accepted from or Contract awarded to any person who is in arrears to the Owner upon debt of Contract or who is in default, as Surety or otherwise, upon any obligations to the said Owner. 20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened and read, publicly at the time and place specified in the Advertisement. Bidders, their authorized agents, and other interested persons are invited to attend. Proposals received after the time specified for opening bids shall be returned to the bidder unopened. 20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified for any of the following reasons: A. Submitting more than one proposal from the same partnership, firm, or corporation under the same or different name. B. Evidence of collusion among bidders. Bidders participating in such collusion shall be disqualified as bidders for any future work of the Owner until any such participating bidder has been reinstated by the Owner as a qualified bidder. C. If the bidder is considered to be in "default" for any reason specified in the subsection titled ISSUANCE OF PROPOSAL FORMS of this section. 20-14 MATERIAL GUARANTY. Before any Contract is awarded, the bidder may be required to furnish a complete statement of the origin, composition, or manufacture of any or all materials proposed to be used in the construction of the work, together with samples, which may be subjected to the tests provided for in these Specifications to determine their quality and fitness for the work. 20-15 REQUIREMENTS FOR CORPORATION, FIRM, PARTNERSHIP, OR INDIVIDUAL FROM DIFFERENT STATES. Before any Contract is awarded, a bidder from another State or possession, other than that in which the proposed work is located, must conform to the statutes of that State and may be required to furnish a certificate from the Secretary of State showing that he is authorized to do business in the State or possession. 20-16 PUBLIC LIABILITY INSURANCE FOR CONSTRUCTION CONTRACT. The Contractor is hereby advised that the insurance requirements speed in this section shall be provided. Additional insurance requirements of the State of New York are specified in Section 70-21, Subsection C and any additional requirements or increased limits included therein shall also be provided. The Contractor and each Subcontractor, at his own expense, shall procure and maintain until final acceptance by the Owner, of the work covered by the Contract, insurance for liability for damages imposed by law of the kinds and in the amounts hereinafter provided, in insurance companies authorized to do such business in the State covering all operations under the Contract whether performed by the Contractor or by Subcontractors. Before commencing the work, the Contractor and each Subcontractor shall furnish to the Owner one (1) copy of the original policy or certified copy thereof together with two (2) duplicate copies for each of the kinds of insurance required, issued specifically for this Contract. No endorsements of existing policies will be accepted. In addition, three (3) certificates of insurance shall be furnished satisfactory in form to the Owner showing that the Contractor and each Subcontractor has complied with this Section. The policies and certificates shall provide 11/92 GP 20-5 that the policies shall not be changed or canceled until thirty (30) days after written notice to the Owner. Property damage insurance must in all instances include coverage for explosion, collapse and underground operations (X C U hazards). A. The kinds and amounts of insurance are as follows: 1. Liability and Property Damage Insurance. Unless otherwise specifically required, each policy with limits of not less than: Bg + IniM Liability PropeM Dam= Liability Each Person Each Occurrence Each Accident AMegate $1,000,000 $3,000,000 $1,000,000 $3,000,000 B. For all damages arising during the policy period shall be furnished in the following specified types: 1. Contractor's Liability Insurance issued to and providing coverage to the Contractor for liability for damages imposed by law upon the Contractor with respect to all work performed by him under the Contract. 2. Contractor's Liability Insurance issued to and providing coverage to each Subcontractor for liability for damages imposed by law upon each Subcontractor with respect to all work performed by said Subcontractor under the contract. 3. Contractor's Protective Liability Insurance issued to and providing coverage to the Contractor for liability for damages imposed by law upon the Contractor with respect to all work under the Contract performed for the Contractor by Subcontractors. 4. Protective Liability Insurance issued to and providing coverage to the Owner, C&S Engineers, Inc., the Federal Aviation Administration (FAA), the State of New York including the Commissioner, and all employees or other representatives of each of them, both officially and personally for all liability for damages with respect to all operations under the Contract, including omissions and supervisory acts of the Owner, C&S Engineers, Inc., the FAA, the State including the Commissioner and their employees or other representatives. 5. Contractual Liability Insurance issued to and providing coverage to the Owner for liability imposed by Contract upon the Owner for work performed on private land with respect to all operations under the contract by the Contractor or by his Subcontractors. 6. Completed Operations Liability Insurance issued to and providing coverage to the Contractor for liability for damages imposed by law upon the Contractor and each Subcontractor arising between the date of the certification of completion of the work and the date of expiration of the guarantee. 7. Automobile Insurance. Automobile public liability and property damage insurance covering all claims against the Contractor, each Subcontractor and the Owner, as a result of work under the contract, shall be provided by the Contractor in the following amounts. Bodily Injury Liability Each Person Each Accident $1,000,000 $3,000,000 Property Damage Liability Each Accident $1,000,000 I7 1 11 11/92 GP 20-6 1 1 1 1 1 i 1 1 1 I i 1 1 1 1 1 20-17 ADDENDA AND INTERPRETATION. No interpretation of the meaning of the Plans, Specifications and other portion of the Contract Documents will be made orally. Every request for such interpretation must be in writing and addressed to C&S Engineers, Inc., 1020 Seventh North Street, Liverpool, New York 13088, and to be given consideration must be received at the above address at least seven (7) days prior to the date fixed for opening of bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda, which, when issued, will be sent by certified mail, with return receipt requested, to all holders of Contract Documents at the respective addresses furnished for such purposes, not later than twenty-four (24) hours prior to the date fixed for the opening of bids. Failure of any Bidder to receive any such addenda or interpretation shall not relieve said Bidder from any obligation under his bid as submitted. All addenda so issued shall become part of the Contract Documents. 20-18 SALES TAX EXEMPTION. The Owner is exempt from payment of Sales and Compensating Use Taxes of the State of New York and of cities and counties on all materials and supplies sold to the Owner pursuant to the provisions of this Contract. These taxes are not to be included in bids. This exemption does not, however, apply to tools, machinery, equipment or other property leased by or to the Contractor or a Subcontractor to materials and supplies of any kind which will not be incorporated into the completed project, and the Contractor and his Subcontractors shall be responsible for and pay any and all applicable taxes including Sales and Compensating Use Taxes on such leased tools, machinery, equipment or other property or on such unincorporated materials and supplies, and the provisions set forth below will not be applicable to such tools, machinery, equipment, property and unincorporated materials and supplies. The Contractor agrees to sell, free of encumbrances, and the Owner agrees to purchase all of the materials and supplies (except as above set forth) required, necessary or proper for or incidental to the construction of the Project covered by this agreement. Title to all materials and supplies to be sold by the Contractor to the Owner, pursuant to the provisions of the Contract, shall immediately vest in and become the sole property of the Owner upon delivery of such materials and supplies to the Project site. The Contractor shall mark or otherwise identify all such materials and supplies as the property of the Owner. The Contractor, at the request of the Owner, shall furnish to the Owner such confirmatory bills of sale and other instruments as may be required by it, properly executed, acknowledged and delivered, confirming to the Owner, title to such materials and supplies free of encumbrances. In the event that after title has passed to the Owner any of such materials and supplies are rejected as being defective or otherwise unsatisfactory, title to all such materials and supplies shall upon such rejection revert in the Contractor. The sum paid under this Agreement shall be deemed to be in full consideration for the performance by the Contractor of all his duties and obligations under this Agreement in connection with said sale. The Contractor agrees to construct the Project and to furnish and perform all work and labor required, necessary or proper for or incidental thereto, except that the materials and supplies sold to the Owner under the preceding paragraph shall be furnished by the Owner to the Contractor for use in the performance of said work and labor, and the sum paid pursuant to this Agreement shall be deemed to be in full consideration for the performances by the Contractor of all his duties and obligations under this Agreement in connection with said work and labor. The purchase by the Contractor of the materials and supplies sold hereunder will be a purchase or procurement for resale to the Owner (an organization described in subdivision (a) of Sec. 1116 of the Tax Law of the State of New York) and therefore not subiect to the New York State Sales or Compensating Use or any such taxes of cities and counties. The sale of such materials and supplies by the Contractor to the Owner will not be subject to the aforesaid Sales and Compensating Use Taxes. ' 11/92 GP 20-7 Theurchase b I Subcontractors of materials and supplies to be sold hereunder will also be a purchase or ' P Y procurement for resale to the Contractor (either directly or through other Subcontractors), and ultimately to the Owner, and therefore not subject to the aforesaid Sales and Compensating Use Taxes, provided that the , Subcontract Agreements provide for the resale of such materials and supplies prior to and separate and apart from the incorporation of such materials and supplies into the permanent construction and that such Subcontract Agreements are in a form similar to this Contract with respect to the separation of the sale of materials and supplies from the work and labor to be provided. If as a result of such sale of materials and supplies (1) any claim is made against the Contractor of any Subcontractor by the State of New York or any city or county for Sales or Compensating Use Taxes on the aforementioned materials and supplies or (2) any claim is made against the Contractor or any Subcontractor by a materialman or a Subcontractor on account of a claim against such materialman or Subcontractor by the State of New York or any city or county for Sales or Compensation Use Taxes on the aforementioned materials and , supplies, then, if the Contractor and Subcontractor have complied with the provisions of this Contract relating thereto, the Owner will reimburse the Contractor or any Subcontractor, as the case may be, for an amount equal to the amount of such tax required to be paid in accordance with the requirements of law, provided that: A. 1. The Subcontract Agreements in connection with this Contract, provide for the resale of such materials and supplies, prior to and separate and apart from the incorporation of such materials and supplies into the permanent construction. 2. Such Subcontract Agreements are in a form similar to this Contract with respect to the separation of the We of materials and supplies from the other work and labor to be provided, and ' 3. Such separation is actually followed in practice, including the separation of payments for materials and supplies from the payments for other work and labor, and B. The Contractor and his Subcontractors and materiahnen complete New York State Sales Tax Form ST120.1. (Contractor Exempt Purchase Certificate), and furnish such certificate to all persons, firms or corporations from which they purchase materials and supplies for the performance of the work covered by this Contract, and C. The Contractor and all Subcontractors maintain and keep, for a period of six (6) years after the date of final payment for the sale, -or, if a claim for Sales or Compensating Use Tax is pending or threatened at the end of such six (6) year period, until such claim is finally settled, records, which in the judgment of the Department of Taxation and Finance, adequately show (1) all materials and supplies purchased by them for resale, pursuant to the provisions of this. Contract and (2) all materials and supplies sold 'to the Owner pursuant to the provisions of this Contract, and D. The Owner is afforded the opportunity, before any payment of tax is made, to contest said claim in the manner and to the extent that the Owner may choose and to settle or satisfy said claims, and such attorney as the Owner may designate is authorized to act for the purpose of contesting, settling and satisfying said claim, and E. The Contractor and Subcontractor give immediate notice to the Owner of any such claim,'cooperate with the Owner and its designated attorney in contesting said claim and furnish promptly to the Owner and said ' attorney all information and documents necessary or convenient for contesting said claim, said information and documents to be preserved for six (6) years after date of final payment for the sale, or if such a claim is pending or threatened at the end of such six (6) years, until such claim is finally settled. If the Owner elects to contest any such claim, it will bear the expense of such contest. 11/92 GP 20-8 1 thing in this Article is intended or shall be construed as relieving the Contractor from his obligations under s Agreement and the Contractor shall have the full continuing responsibility to install the materials and --sed in accordance with the provisions of this Contract, to protect the same, to maintain them in and to forthwith repair, replace and make good any damage thereto without cost to the Owner _ is the work covered by the Contract is fully accepted by the Owner. PROVISIONS. The bidder's attention is directed to Section 70-21 and 70-24 of the General _a or Contract Provisions required by the State. t) GENERAL MUNICIPAL LAW AND STATE FINANCE LAW. The bidder's attention is directed to Jon 70-23 of the General Provisions for provisions relating to the General Municipal Law and State Finance -21 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS. The bidder's attention is directed to on 70-22 of the General Provisions relating to Special Provisions, Notices and Certifications Concerning ;i -segregated Facilities, Wage, Labor, EEO and Safety Requirements. 22 STATE AND FEDERAL PARTICIPATION. Part of the cost of this project will be funded by the York Stato Department of Transportation under Project No. 0913.08 and the Federal Aviation ministration under the Airport Improvement Program, Project No. 3-36-0029-08-93. :3 WAGE RATES. Pursuant to provisions of Section 220-A of the Labor Law, as amended, provides that :ty of the fiscal officer to make a determination of the schedule of minimum wages to be paid orcr.;, . orkmen and mechanics for work to be done under terms of this Contract. The amount of ments listed on the enclosed schedules does not necessarily include all types of prevailing supplements in ;iity and a future determination of the Industrial Commissioner may require the Contractor to provide ments. ,e rates have been filed: ;rtes Department of Labor - Decision of the Secretary of New York Department of Labor, prevailing Wage Rate Schedule aces for the ,Mme occupation are different the Contractor shall pay the highest wage rates." END OF SECTION GP 20-9 GENERAL WAGE DECISION NO. NY91-13 Supersedes General Wage Decision No. NY90-13 State: NEW YORK County(ies): NASSAU AND SUFFOLK Construction Type: BUILDING, RESIDENTIAL, HEAVY & HIGHWAY 0. Construction Description: Building, Residential (includes single family home ' and apartments up to and including 4 Heavy & Highway construction Projects. sories). Modification Record: No. Publication Date Page No.(s) 1 Apr. 5, 1991 902 2 May 10, 1991 902-905 3 June 7, 1991 901 4 June 28, 1991 902-903 5 July 19, 1991 902-909 6 7 Oct. 11, 1991 July 31, 1992 902-909 904-905 0. NY91-13 , BASIC FRINGE HOURLY BENEFITS , RATES ASBESTOS WORKERS 28.97 11.70 BOILERMAKERS 27.30 2.40+43%+a BRICKLAYERS 24.43 8.90 CARPENTERS: Nassau County (except that part South of the Southern State Parkway West of Seaford Creek, also Smithtown Islip line on the East, Long Island Sound on the North and ' Middle Island RR track on the South: Carpenters; Acostical; Drywall Installers: Building, Residential (under 2 , stories), Heavy & Highway 25.85 11.45 Nassau County (Remainder of County): 25.66 12.46 Suffolk County: Building and Residential 24.84 12.40 Heavy and Highway 24.89 12.40 CEMENT MASONS 22.72 10.10 DIVERS 30.77 12.46 DIVERS TENDERS 23.62 12.46 DOCKBUILDERS 25.66 12.46 Piledrivermen 25.66 12.46 Soft floor layers 25.66 12.46 ELECTRICIANS: Building, Heavy & Highway 28.00 13.90 , Wiring or single or multiple family dwellings and apartments up to and including 2 stories 18.90 8.02 Maintenance Unit 21.76 8.19 ' Installation of television receivers, radio receivers, record players, and associated apparatus and antenna and , home appliances and closed circuit TV and multiple outlet distribution systems, sound and intercommunication , systems and commercial electromechanical devices and appliances where such is not part of an electrical contract 11.075 b Telephone Unit 20.59 9.50 ' ELEVATOR CONSTRUCTORS: Elevator Constructors 24.58 6.27 + c+d Helpers 18.44 6.27 + c+d ' Probationary helpers 12.254 Modernization & Repair: Elevator -Constructors 21.57 6.12 + c+d Helpers 16.18 6.12 + c+d Probationary helpers 10.73 GLAZIERS 19.80 8.80 902 (Oct. 11, 1991) VOL. I 1 1 INY91-13 I VOL. I SWING SCAFFOLD 20.80 8.80 IRONWORKERS: Structural 21.50 20.68 Ornamental finsher 22.60 17.45 Stone derrickmen & Riggers 22.72 15.19 LABORERS: Building 21.00 8.03 Plasterers tenders 20.50 6.10 Heavy & Highway: Concrete & asphalt rakers 21.18 7.66+ e Asphalt workers & roller workers; asphalt top shovelers & smoothers; ' asphalt tampers 20.72 7.66+e Jackhammers and drill men; carpenters' ' tenders; pipe joiners and setters; concrete laborers (structures); stone spreading laborers; trackmen; grading & excavating laborers; yard laborers; puddlers on concrete pavement; asphalt plant (batcher & hoppermen); all other unskilled laborers (other than above on concrete) 19.22 7.66+ e ' MARBLE SETTERS: Cutters & Setters 13.93 4.19 + f Carvers 14.48 4.19 + f Polishers 14.89 2.90 + f Crane Operators; Derrickmen 12.91 4.34 + f �- Marble Finishers (Helpers) 12.91 2.90 + f METALLIC LATHERS & REINFORCING IRON WORKERS ' 22.63 6.350 +g MILLWRIGHTS 21.79 15.77 PAINTERS: ' Nassau County (Lakeville Road north from Union Tpke. to Northern Blvd., all areas on north side of Northern Blvd. east to Roslyn Bridge and Hempstead Harbor, bounded by Hempstead Harbor, east, and Long Island Sound, north; all areas south of Sunrise Hwy. going east to Long Beach Rd., then south on Long Beach Rd. to Foxherst Ave., east on Foxherst Ave. to Baldwin Road sign; all ateas south of Baldwin Road sign, including Point Lookout and all areas west back to New York City limits: Painters 29.30 40.5% Spray 23.00 8.06 Fire Escapes 27.93 8.06 Nassau County (Remainder of County) ' and Suffolk County: Painters & drywall finishers 23.88 10.48 903 (Oct. 11, 1991) I VOL. I NY91-13 Spraying, scaffold or rolling scaffold over 18 feet Sandblasting; structural steel Repaint of hospitals, schools and apartment houses PAPERHANGERS PLASTERERS * PLUMBERS: Nassau and Suffolk Counties, POWER EQUIPMMENT OPERATORS (BUILDING CONSTRUCTION): Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class it Class 12 Class 13 Class 14 Class 15 Class 16 Class 17 Class 18 Class 19 Class 20 Class 21 Class 22 Class 23 Class 24 Class 25 Class 26 Class 27 Class 28 Class 29 Class 30 Class 31 Class 32 POWER EQUIPMENT OPERATORS (HEAVY & HIGHWAY): 904 (July 31, 1992) VOL. I 26.35 10.48 28.84 10.48 19.10 10.48 23.88 10.48 14.75 5.00 29.37 11.01 22.780 14.27 +h 23.055 14.27 +h 22.955 14.27 +h 21.605 14.27 +h 22.605 14.27 +h 22.805 14.27 +h 22.355 14.27 +h 23.180 14.27 +h 22.230 14.27 +h 23.155 14.27 +h 22.755 14.27 +h 21.855 14.27-+h 22.550 14.27 +h 22.930 14.27 +h 22.980 14.27 +h 22.770 14.27 +h 22.380 14.27 +h 23.030 14.27 +h 25.650 14.27 +h 21.230 14.27 +h 24.030 14.27 +h 21.770 14.27 +h 22.855 14.27 +h- 21.255 14.27 +h 21.480 14.27 +h 22.855 14.27 +h 23.315 14.27 +h 22.280 14.27 +h 23.080 14.27 +h 23.610 14.27 +h 21.105 14.27 +h 22.830 14.27 +h u P� r NY91-13 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 Class 16 Class 17 Class 18 Class 19 Class 20 Class 21 Class 22 Class 23 Class 24 ROOFERS SHEET METAL WORKERS *SPRINKLER FITTERS & STEAMFITTERS Refrigeration, air conditioning and oil burner maintenance and installation mechanics (installation of commmercial equipment where the combined horsepower does not exceed 5 horsepower; installa- tion of air cooling, heating and air conditioning on any job where the com- bined horsepower does not exceed 10 horsepower) STONE MASONS TERRAZZO & MOSAIC WORKERS TERRAZZO & MOSAIC FINISHERS TILE SETTERS TILE FINISHERS TRUCK DRIVERS: Building: Ready -mix concrete, sand, gravel, & bulk cement Asphalt High Rise Heavy: Euclids & turnapulls Landscapers: Euclids & turnapulls VOL. I 905 (July 31, 1992) 22.910 23.280 23.135 20.660 22.410 22.910 22.100 21.725 22.330 21.795 22.725 21.635 22.010 22.745 20.695 22.315 23.125 22.450 20.700 22.275 21.156 22.370 23.535 20.485 20.18 27.58 22.00 28.55 18.00 23.66 15.48 24.605 18.36 16.00 18.74 14.965 18.335 18.805 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 14.27 +i 10.64 10.288 6.25 15.58 3.75 4.38 2.71 5.18 3.47 6.40 + j+k 11.2825 9.8775+ g+j 11.1625 11.1625 NY91-13 WELDERS - Rate for craft to which the welding is incidental.. ' Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as pro- vided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)). FOOTNOTES: PAID HOLIDAYS: A -New Year's Day; B -Memorial Day; C -Independence Day; D -Labor Day; E -Thanksgiving Day; F -Christmas Day. Thanksgiving ' a. Paid Holidays: A and F, Good Friday and Friday after b. Paid Hoildays: A through F, President's Day, the anniversary of the employee's date of employment, and the employee's birthday. All employees whose continuous service credit began prior to April 1 of the current year shall be entitled to a vacation of one week, and the employee whose continuous service credit started ' prior to October 1 of the preceding year shall be entitled to a vacation of two weeks. Employees who on March 31 of the current year have continuous service credit of six years with Company shall be entitled to a vacation of 2 weeks and 1 day; those with 7 years, 2 weeks and 2 days; 8 years, 2 weeks and 3 days; 9 years, 2 weeks and 4 days; 10 years, 3 weeks; 15 years, 4 weeks; 25 years and over, 5 weeks. An employee shall be paid for absence due to ' personal illness, personal injury, or death in the immediate family at his basic rate for a period of five (5) days in any calender year. c. Employer contributes $8.00 a day. d. Paid Holidays: A through F, Lincoln's Birthday, Washington's Birthday, Columbus Day, Armistice Day and Friday after Thanksgiving Day. e. Paid Holidays: A through F, Martin Luther King, Jr's Birthday, Washington's Birthday, Columbus Day, Veteran's Day and Day after Thanksgiving Day. (If the employee works the Hoilday it is double time. If the employee does not work the Holiday, the employee receives 2 hours additional pay for each day he works in the holiday week.) f. Paid Holiday: One half day's pay for Labor Day. , g. Paid Holiday: Employees employed on December 24 and December 31 who report for work on such days shall be paid afternoon holiday ' pay of four hours each day. Paid Holidays shall be included for purposes of Vacation Credit. h. Paid Holidays: A through F, Lincoln's Birthday, Washington's Birthday, Columbus Day, Election Day and Veterans Day. i. Paid Holidays: A through F, Lincoln's Birthday, Washington's 906 (Oct. 11, 1991) VOL. I r I ip 1 NY91-13 Birthday, Columbus Day, Election Day and Veteran s Day, provided employee works the day after the holiday. j. For each 15 days worked with the contract year an employee will receive one day vacation with pay, maximum vacation of 3 weeks per year. In addition, an emplyee who qualifies for two weeks (10 days) vacation or more with pay and who has been continuously employed by his employer for six years before the close of any contract year, shall be entitled to one extra day vacation; seven years before the close of any contract year, shall be entitled to two extra day vacation; eight years before the close of any contract year, shall be entitled to three extra day vacation; nine years before the close of any contract year, shall be entitled to four extra day vacation; ten years before the close of any contract year or over shall be entitled to three weeks paid vacation with pay, but in no event shall any employee be entitled to more than three weeks vacation with pay per year. k. Paid Holidays A thru F, Lincoln's Birthday, Washington's Birthday, Election Day, Veteran's Day provided the employee works 2 days in the calendar week in which the holiday falls and shapes each remaining work day during such calendar week. 1. For each 15 days worked within the contract year an employee will receive one day's vacation with pay, maximum vacation of 3 weeks per year. All 10 year employees working 150 days in the contract year shall receive 3 weeks paid vacation, with pay in advance. Vacation time shall be counted toward the following year's vacation. m. Paid Holidays: A through F plus Washington's Birthday, Good Friday, Decoration Day, Election Day for the President of the United States, and Election Day for the Govenor of New York State. Provided the work the day before or after the holiday. CLASSIFICATION DESCRIPTIONS POWER EQUIPMENT OPERATORS (BUILDING CONSTRUCTION) Class 1: Asphalt spreader. Class 2: Backhoe, dragline, gradall, piledriver, shovel. Class 3: Batching.plant (on site of job), power winch (used for stone or steel), power winch truck -mounted (used for stone or steel), pump (concrete). Class 4: Bending machine, generator (small), vibrator, 1 to 5 dinky locomotive. Class 5: Boiler, bulldozer, compressor (or crane), compressor (pile work), compressor (stone setting), concrete breaker, conveyor, generator (pilework), loading machine (front end), maintenance engineer, mechanical compacters (machine drawn), powerhouse, power VOL. I 907 (Oct. 11, 1991) NY91-13 winch truck -mounted (used for other than steel or stone), pulvi- mixer, power winch (used for other than steel), pump (double action diaphram), pump (gypsum), pump (hydraulic), pump (jet), pump (single action - 1 to 3), pump (well point), welding and burning, welding machine (pilework). Class 6: Boom truck, crane (crawler or truck), conveyor - multi -plant engineer, stone spreader (self-propelled). Class 7: Compressor, compressor (2 or more in battery), generator, mulch machine, pin puller, portable heaters, pump (4 inch or over), trac tamper, welding machine. Class 8: Crane and boom truck (setting structural or stone).. Class 9: Bulldozer (used for excavation), fireman, loading machine, powerboom, scoop (carry -all scraper) vac -all. Class 10: CMI or maxim spreader, concrete spreader, derrick, sideboom tractor. Class 11: Compressor (structural steel). Class 12: Concrete saw or cutter, mixer (with skip), mixer (2 small with or without skip), pump (up to 3 inches), tractor - caterpillar or wheel. Class 13: Curb machine (asphalt or concrete), curing machine, pump (submersible), tower crane maintenance man. Class 14: Dredge. Class 15: Elevator, forklift, hoist (1 drum). Class 16: Forklift (walk -behind, power operated). Class 17: Grader. Class 18: Hoist (2 and drum). Class 19: Hoist (multiple platform). Class 20: Mechanical compacters (hand operated), trench machine (hand) . Class 21: Hoist tandem platform. Class 22: Hydra -hammer, ridge cutter. Class 23: Loading machine (with capacity of 10 yds. or over). Class 24: Oiler, stump chipper. Class 25: Power buggies. Class 26: Roller, trench machine. Class 27: Scoop, carry -all, scraper in tandem. Class 28: Sideboom tractor (used in tank work). Class 29: Stripping machine. Class 30: Tank work. Class 31:. Tower crane (engineer). Class 32: Tower crane (oiler). Class 33: Welding machine, structural steel. POWER EQUIPMENT OPERATORS (HEAVY & HIGHWAY) Class 1: Asphalt spreader, boom truck, boring machine (other than post holes), CMS or maxim spreader, crane (crawler or truck), conveyor (multi), plant engineer, concrete spreader, sideboom tractor, stone spreader (self-propelled), cherry picker. Class 2: Backhoe, crane (stone setting), crane (structural steel);,dragline, gradall, piledriver, road paver, shovel. 908 (Oct. 11, 1991) VOL. I u Ll L� NY91-13 ' Class 3: Batching plant (on site of job), crane (on barge), derrick,sideboom tractor (used in tank work), tank work. Class 4: Bending machine, mechanical compactors (hand operated), pump (centrifugal, up to 3 inches), trench machine (hand). Class 5: Boiler. Class 6: Boring machine (post holes). Class 7: Bulldozer, concrete finishing machine, conveyor, curb machine (asphalt or concrete), curing machine, dinky locomotive, fireman, forklift, hoist (1 drum), loading machine, maintenance engineer, pulvi-mixer, pump (4 in. or over ), pump (hydraulic), pump (jet), pump (submersible), pump (well point), roller (5 tons and over), scoop (carry -all, scraper), maintenance man (tower crane), vac -all, welding & burning. Class 8: Compressor (on crane), generator (pile work), welding machine (pile work), power winch (used for other than stone or structural steel) power house, loading machine (front end), compressor (pile work), power winch (truck -mounted, used for other than stone or steel), hoist (2 drum). Class 9: Compressor (2 or more in battery). Class 10: Compressor (stone setting), compressor (structural steel), welding machine(structural steel). Class 11: Compressor, mulch machine, pin puller, pump (double action diaphragm), pump (gypsum), pump (single action 1 to 3), striping machine, welding machine. Class 12: Loading machine, with bucket capacity of 10 yards or over. Class 13: Concrete breaker, concrete saw or cutter, forklift (walk - behind, power operated), hydra -hammer, mixer (with skip), mixer (2 small with or without skip), mixer (2 bag or over with or without skip), power buggies, power grinders, ridge cutter. ' Class 14: Dredge. Class 15: Generator (small). Class 16: Grader. Class 17: Hoist (3 drum), power winch (truck mounted, used for stone or steel), power winch (used for stone setting & structural steel), trench machine. Class 18: Mechanical compactors (machine drawn), roller (over 5 tons) . Class 19: Oiler, root cutter, stump chipper, tower crane (oiler, track tamper). Class 20: Portable heaters. ' Class 21: Power boom. Class 22: Pump (concrete). Class 23: Scoop (carry -all, scraper in tandem), tower crane (engineer). Class 24: Tractor (caterpillar or wheel). I ie VOL. I 909 (Oct. 11, 1991) �l 1 f Ll 1 STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, NY 12240 FISHER ISLAND to: BRUCE CLARK CALOCERINOS i SPINA ENG. 1020 SEVENTH NORTH ST. LIVERPOOL NY 13088 Schedule Type -COMPLETE Date 10/21/92 Refer to: PREVAILING RATE CASE NO. PRC 9207087 SUFFOLK COUNTY Location and Type of Project PROJECT ID N: NONE RUNWAY 7-25 3 12-20 OVERLAY, FOOT OF STATE ST T/O SOUTHOLD OA 01 In response to your request, enclosed are schedules of the prevailing hourly wage rates and the prevailing hourly supplements for the above project, together with copies of the Notice of Contract Let (PW -16) for your use. The schedules must be annexed to and form a part of the specifications for this project when it is advertised for bids. These schedules have been prepared and forwarded in accordance with Section 220 of the 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 employed on public work projects, and to file such schedules with the department having jurisdiction. 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. It is the responsib111ity of the Public Work contractor to use the proper rate. Any corrections should be brought to the Department's attention immediately. This schedule is applicable only from July 1, 1992 through June 30, 1993, unless otherwise noted. If your project goes beyond the period covered by this determination, a new determination should be requested when this schedule expires. Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REQUIRES THE PRESERVATION OF ORIGINAL OR TRANSCRIPTS OF PAYROLL RECORDS FOR THREE YEARS FROM THE DATE OF COMPLETION OF THE WORK IN THE AWARDED CONTRACT. Very truly yours, CHET RYSEDORPH, DIRECTOR NOTICE TO CONTRACTING AGFNcres Upon cancellation or completion of this project, enter the necessary information and return this page to the ALBANY OFFICE of the BUREAU at the address listed below: PROJECT HAS BEEN Date Completed Date Cancelled Oat* Postponed Until Signature Title Contracting Agency For Additional Information, contact the following District Offices: St.Off.Bldg.012, Campus, Albany N.Y.12240 65 Court St.,Buffalo N.Y.14202 155 Main Street West, Rochester N.Y.14614 30 Wall St.,Binghamton N.Y.13901 175 Fulton Ave., Hempstead N.Y.11550 333 East Washington St.,Syracuse N.Y.13202 207 Genesee St., Utica N.Y.13501 30 Glenn St.,White Plains N.Y.10603 ' PW -200 (6-85) docm: letteria CONTRACT REQUIREMENTS Each public work contract to which the State, a public benefit corporation, a municipal corporation or a commission appointed pursuant to law is a party and which may involve the employment of laborers, workers or mechanics, shall comply with the requirements of Article 8 (Sections 220-223) of the New York State Labor Law: No laborer, worker 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 the contract shall be permitted or required to work more than eight hours in any one calendar day or more than five days in any one week except in the extraordinary emergencies set forth in the Labor Law or where a dispensation is granted by the Commissioner of Labor. (See Section 220.2) 2. Each laborer, worker or mechanic employed by the contractor or subcontractor shall be paid not less than the prevailing rate of wages as indicated on the wage schedule provided by the Department. Bureau of Public Work. The prevailing rate of wage shall be annually determined no later than thirty days prior to July first of each year. The prevailing rate of wage for the period commencing July first of such year through June thirtieth, inclusive, of the following year shall be the rate of wage set forth in collective bargaining agreements for the same period, including those increases for such period which are directly ascer- tainable from such collective bargaining agreements. (See Sections 220.3, 220.5) It shall be the duty of the department of jurisdiction to file with the fiscal officer, the classification of workers, mechanics and laborers to be employed on a public work project, together with a statement of the work to be performed by each classification. (See Section 220.3-a) The contractor and every subcontractor shall post in a prominent and accessible place at the work site a statement of all wage rates and supplements to be paid or provided for the various classes of mechanics, workers or laborers. (See Section 220.3-a) No employee shall be deemed to be an apprentice unless individually registered in a program registered with the New York State Department of Labor. The allowable ratio of apprentices to journey -level workers in any craft classification shall not be greater than the ratio permitted to the contractor as to its work force on any job under the registered program. Any employee who is not registered as above, shall be paid or provided the prevailing wage and supplement rate for the Journey -level classification of work actually performed. The contractor or sub- contractor will be required to furnish written evidence of registration of its program and apprentices as well as of the appropriate ratios and wage and supple- ment rates for the area of construction, prior to using any apprentices on the contract work. (See Section 220.3-e) (a) 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)) (b) 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(b)) NOTE: The Human Rights Law also prohibits discrimination in employment because of age, marital status or religion. (c) 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)) (d) The contract may be cancelled or terminated by the State or municipality, and all moneys 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)) 7. (a) All contractors or their subcontractors shall provide to their sub- contractors a copy of the prevailing wage 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) (b) All subcontractors engaged by a public improvement contractor or its subcontractor, upon receipt of the original schedule and any sub- sequently issued schedules, shall provide to such contractor or sub- contractor a verified statement attesting that the subcontractor has received the wage schedule and will pay or provide the applicable rate of wages and supplements specified therein. (See Section 220-a) PN -3 (12-88). 11 1 1 1 1 7 1 u 7 1 ATTENTION: ALL CONTRACTORS AND SUBCONTRACTORS ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK STATE INTRODUCTION: Below are the major provisions of the Labor Law covering workers on public work projects. HOURS: A laborer, worker or mechanic is permitted to work on a public work project no more than eight hours a day and no more than five days in a week, except in case of extraordinary emergency such as fire, flood or danger to life or property. You may apply to the Bureau of Public Work 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 supplements to be paid and provided for laborers, workers and mechanics employed on a public work project shall be not less than those listed in the current prevailing rate schedule for the locality where the work is performed. If a prevailing rate schedule for the project has not been provided to the prime contractor by the department of jurisdiction (i.e.,the governmental entity awarding the public work contract), or to a subcontractor by the prime contractor, the applicable schedule must be obtained from the Department of Jurisdiction, who must make written application to the Bureau of Public Work, Labor Department, Building No. 12, State Office Building Campus, Albany, New York 12240. The prime contractor is responsible for any underpayments of prevailing wages or supplements by its subcontractors. PAYROLL RECORDS: Every contractor and subcontractor must keep originals or transcripts ' of payroll records, showing for each person employed on public work, the following: 1.Name, 2.Address and phone number, 3.Sociai Security number, 4.Occupational classifications in which worked, 5.Hourly wage rate paid. B.Supplements provided, 7.0raily and weekly number of hours worked in each classification, S.Deductions made, 9. Actual wages paid. When payroll records are requested by the Commissioner each payroll record ' must be affirmed as true under the penalties of perjury which means a notarized signature to that effect. Such records must be kept on the site of the work when the contractor or subcontractor does not maintain a regular place of business in New York State and the amount of the contract exceeds $25,000. All other contractors and subcontractors must within five days after request produce at the work site the orignal payrolls or transcripts. The original payrolls or transcripts must be preserved for three years from the date of completion of the project. POSTING: The current prevailing rate schedule must be posted in a prominent and accessible place on the site of the public work project. ' PW19 (9-88)... (Continued) NOTICE TO CONTRACTORS (Continued) APPRENTICEES: Employees cannot be paid apprentice rates if they are not individually registered under a program or agreement registered with the Commissioner of Labor. The contractor, or subcontractor will be required to furnish written evidence of the registration of its program and apprentices and of the appropriate ratio. The allowable ratio of apprentices to journeymen in any craft classification can be no greater than the ratio permitted to the contractor or subcontractor as to its work force on any Job under the registered program. An employee listed on a payroll as an apprentice, who is not registered as above, must be paid the prevailing Journeymen's wage rate for that classification of work. WITHHOLDING OF PAYMENTS: When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to pay or provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract may be withheld from the prime contractor In a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, interest must be added at the rate then in effect 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 of the payment, and may also include the imposition of a civil penalty not to exceed 25% of the amount due. DEBARMENT: When final determinations have been made against a contractor or subcontractor in two instances within a six-year period determining that it willfully failed to pay or provide the prevailing rate of wages or supplements, such contractor or subcontractor will be ineligible to bid on or be awarded a public work contract for a period of five years from the second fihal determination. CRIMINAL'SANCTIONS: Willful violations of the Prevailing Wage Law (Article B 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 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 State Division of Human Rights. POSTING OF OTHER NOTICES: Every employer providing workers' compensation insurance and disability benefits must post in a conspicuous place notices of such coverage in a form prescribed by the Workers' Compensation Board. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post notices furnished by the State Department of Labor. PW 19 (9-88)... docm: letter2b 11 1 1 NOTICE of NEN PREVAILING NAGE RATE PUBLICATIONS APPLICABLE TO ALL COUNTIES ( • ) AS NOTED ON PREVAILING RATE SCHEDULES PAGES. The annual determination of the prevailing rates of wages and supplements for workers employed on public work projects throughout the state will be published on May 31st of each year. These new rates will be in effect July 1st thru June 30th. This new determination will supersede the original schedule or any prior issued annual determination It is the responsibility of the contracting agency or its agent to provide all prevailing rate schedules to contractors immediately upon receipt. Any rate change from a previously issued determination becomes effective July 1st, regardless of whether the new determination has been received by the contractor. Ngen 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 that additional adjustments become effective. N-202 (5-90) docm: letterd VERIFYING THE REGISTRATION OF APPRENTICES Certain State and Federal Laws require that apprentices must be individually registered as such in order to be paid apprenticeship rates on Public Rork. The New York State Labor Department is the official registration agency for apprentices in New York State. No other Federal or State Agency or office registers apprentices in New York State. i Each year the apprentice training central office in Albany receives hundreds of requests from Federal and State Agencies, Contractors, and other interested parties requesting verification of individual apprentice registrations. The following information is provided in order to clarify New York State procedures. All registered apprentices in New York State are individually registered by name, address, social security number, starting date of training, and other related data. This information is computerized and is available ONLY through the Albany Apprentice Training Central Office. Persons wishing to verify the apprentice registration of any individual should write to the Senior Employment Consultant, New York State Department of Labor, Job Service and Training Division, Building 12, Room 223, State Office Building Campus, Albany, New York 12240. All inquiries MUST include name and social security number and will be answered in writing. The response will indicate whether or not the individual is registered, and if so, will provide other pertinent information regarding the registration. The only conclusive proof of individual apprentice registration is written verification from the Albany Apprentice Training Central Office. Neither Federal nor State Apprentice Training Offices outside Albany can provide conslusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any individual is registered in that program. Furthermore, the existence or possession of wallet cards, identification cards or copies of state forms are not conclusive proof of the registration of any individual as an apprentice. PR - 203 (4-88) docm: letter2e 1 1 1 1 1 1 1 1 1 1 1 NEW YORK STATE DEPT. OF LABOR Bureau of Public Work State Office Building Campus Albany, NY 12240 FISHER ISLAND BRUCE CLARK CALOCERINOS & SPINA ENG. 1020 SEVENTH NORTH ST. LIVERPOOL NY 13088 SUFFOLK COUNTY AGY. OF JURIS. : COUNTY NAT. OF PROJECT: HEAVY & HWY CONS -NEW 6 REPAIR Schedule Type COMPLETE OA Date 10/21/82 Prevailing Rate Case No. 9207087 01 PROJECT ID N: NONE RUNWAY 7-25 6 12-20 OVERLAY, FOOT OF STATE ST. T/O SOUTHOLD Copies of the wage and supplement schedule for the Public Work project identified above are enclosed herewith. Sec220.3a of the Labor Law requires that certain information be furnished 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 iO4� Plumbing B105) Other Contractor Information: ALL INFORMATION MUST BE SUPPLIED Federal Employer Identification Number. Name: Address- 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) 8 O1)) General Construction 02 Heating/Ventilation [3 (03) Electrical �04) Plumbing B105 Other Signature Date PW -18 (1-91) 1000000001 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor A Public Work lOa-7/01/92 thru 6/30/93 Published -06/29/92 Page 1 ERRATA PAGE 9/10/92 ENTERIES SHOULD BE SUBSTITUTED FOR CORRESPONDING ENTRIES ON ACCOMPANING SCHEDULES In ALL of the Counties of Nassau and Suffolk. ELECTRICIAN WAGES(per hour) 5/01/92- 4/30/93 Electrician.......... $ 29.35 Audio/Sound.......... 29.35 Fire/Intruder Alarm.. 29.35 OVERTIME PAY: See Following Note' plus ( O,V ) on OVERTIME PAGE attached. Note': 6th, 9th & 10th hrs of wk weekdays to be paid at 1 1/2 times straight time rate All additional weekday hours double time. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: 1st yr Appr to other Apprentices to Journeymen (0-1-1) (1-1-1) (1-1-2) (1-1-3) (1-2-4) (2-2-4) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 6mo 2nd. 6mo 2nd. 3rd. 4th. 5th. 30% 35% 40% 50% 60% 70% SUPPLEMENTAL BENEFITS:(percents based on gross wages -others per hour) Benefits- Health/Welfare, Pension,'Suppl. Unemployment Benefit, Apprentice Training, Annuity, Benefit Fund and Vacation. Journeyman 43 1/2 % plus $1.94 Appr 1st year 32 % plus $1.94 Appr A11 other terms 43 1/2 % plus $1.94 Listed supplements apply to _AIL classifications (X)Yes ( )No 4-25 ------------------------------ Applicable to electrical maintenance of existing electrical systems including, but not limited to, traffic signals and street lighting. WAGES(per hour) 5/01/91- 5/01/92- 5/01/93- 4/30/92 4/30/94 4/30/95 Electrician 21.76 Additional Additional .91 per hr .94 per hr T M PA • See ( 8, G, F ) on OVERTIME PAGE attached. Y • See ( 1 ) on HOLIDAY PAGE attached. ALLOINABLERATIO: Apprentice(s) to Journeymen ( 1 - 1 ) ( 2 - 2 ) ( 3 - 3 ) PR • ( 1 ) year terms at the following Wage. 4th. 40% 50% 60% 60% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Annuity, Vacation/Holiday and Apprentice Trng. 3% of gross wages plus. 30% of straight time rate plus $ .75 per hr. Listed supplements apply to A" classifications ( X )Yes ( )No 4-25m 1 IPREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED If you have any questions concerning the attached schedule or would like additional information, please contact the BUREAU of PUBLIC WORK at (518) 457-5589 or write to the NEW YORK STATE DEPARTMENT of LABOR, BUREAU of PUBLIC WORK, BUILDING 12, STATE OFFICE BUILDING CAMPUS, ALBANY, NEW YORK 12240. (7/01/92) 11 State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thru 8/30/9 Published -06/29/92 SUFFOLK COUNTY ' Page 1 PREVAILING RATE SCHEDULE INFORMATION The information listed below is provided to assist you in the interpretaation of particular requirements, for each classification of worker, contained in the attached Schedule of Prevailing Rates. Paid Holidays Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. ' Note: 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. Holiday Pay Holiday pay is the premium pay that is required for work performed on the holidays contained in the negotiated agreement used to establish a prevailing rate. Holiday pay is only applicable where an employee actually performs work on such days. The required rate of pay for covered holidays can be found in theav section listed for each classification. Not all of The holidays on which, f worked, a premium rate of pay is required are listed in the attached schedule. If you have any questions or need additional information concerning this requirement, please contact the Bureau of Public Work at the number listed below. Sucolemental 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 require the payment or provision of supplements for each hour paid (this may include 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 trade or occupation, your attention should be directed to the dates above the column(s) of rates. These are the dates that any adjustments become effective. However, if the last date listed in a particular occupation is prior to June 30 of the current year, the rate listed for that time period is valid 1 until the new annual determination takes effect on July 1 of that year. All contractors and subcontractors are required to pay the current prevailing rates of wages and supplements and, if the department of jurisdiction does not provide a copy of the current annual determination on or before July 1, you should contact the Bureau of Public Work 1 for the correct information. If you have any questions concerning the attached schedule or would like additional information, please contact the BUREAU of PUBLIC WORK at (518) 457-5589 or write to the NEW YORK STATE DEPARTMENT of LABOR, BUREAU of PUBLIC WORK, BUILDING 12, STATE OFFICE BUILDING CAMPUS, ALBANY, NEW YORK 12240. (7/01/92) 11 PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED I State of New York Case Number Department of Labor 9207087 SUFFOLK COUNTY Bureau of Public Work 10a-7/01/92 thr•u 6/30/9 Published ••06/29/92 Page 2 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 OVERTIME 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. ( 8 ) Time and one half of the hourly rate after 8 hours per day. ( 81) Time and one half of the hourly rate for the 9th. & 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. ( CC) Double the hourly rate after 7 and one half hours per day. ( CI) 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. ( E1) 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 durina that week due to inclement weather. ( E3) Between Nov. 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that weekdue to inclement weather, provided a given employee has worked between 16 and 32 hours that week. ( E4) Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather ( F ) Time and one half of the hourly rate on Saturday and Sunday. ( G ) Time and one half of the hourly rate on Saturday and Holidays. ( H ) Time and one half of the hourly rate on Saturday, Sunday and Holidays. ( I ) Time and one half of the hourly rate on Sunday. ( J ) Time and one half of the hourly rate on Sunday and Holidays. ( K ) Time and one half of the hourly rate on Holidays. ( L ) Double the hourly rate on Saturday. ( M ) Double the hourly rate on Saturday and Sunday. ( N ) Double the hourly rate on Saturday and Holidays. ( 0 ) Double the hourly rate on Saturday, Sunday and Holidays. ( P ) Double the hourly rate on Sunday. ( 0 ) Double the hourly rate on Sunday and Holidays. ( R l Double the hourly rate on Holidays. ( S ) Two and one half times the hourly rate for Holidays, if worked. ( T )'Triple the hourly rate for Holidays, if worked. ( U )'Four times the hourly rate for Holidays, if worked. ( V ) Incluing benefits at SAME PREMIUM as shown for overtime. ( W ) Time and one half for benefit on all overtime hours. NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted Following is an explanation of the code(s) listed in the HOLIDAY of each classification contained in the attached schedule. The Holidays as listed below are to be paid at the wage rates at is normally classified. 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 None. Labor Day. Memorial Day and Labor Day. Memorial Day and July 4th. Memorial Day, July 4th and Labor Day. New Years Day, Thanksgiving Day and Christmas Day. Lincoln's Birthday, Washington's Birthday and Veterans Day. Good Friday. Lincoln's Birthday. Washington's Birthday. Columbus Day. Election Day. Presidential Election Day. 1/2 Day on Presidential Election Day. Veteran's Day. Day after Thanksgiving Day. July 4th. 1/2 Day before Christmas Day. 1/2 Day before New Years Day. Thanksgiving Day. New Years Day. Christmas Day. Day before Christmas. Day before New Years Day. Presidents Day. Martin Luther King, Jr. Day. OVERTIME and HOLIDAY REQUIREMENTS . section which the employee (7/01/91) 11 r 1 1 r� le IPREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED n OV7, e47, /u7iof Ou7. 0,77. VV76 V27. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity $2.40 $2.40 plus 44% plus 477E of Wage of Wage Rate Rate Listed supplements apply to A" classifications ( x )Yes ( )No. 4-5 State of New York Case Number Bureau of Department oY Labor 9207087 Public Work 1 a- / 1/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY - Page 3 ASBESTOS WORKER WAGgS,(per hour) 1/01/92- 7/01/92 6/30/92 12/31/92 1/01/93- 6/30/93 Asbestos Worker ............. S 26.47 -Additional Additional 1.50 per hr 1.50 per rh See ( C. 0, V ) on OVERTIME PAGE attached. 0583TIH11 AY See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Annuity and Vacation. $15.45 Listed supplements apply to " classifications t x )Yes WAGES(per hour) 6/01/90- ( )No. 8-12 5/31/91 Asbestos Worker Removal b Abatement Only..... $ 21.86 See (B,E,O ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Annuity and Training. $4.70 Listed supplements apply to classifications ( x )Yes ( )No. 8-201nyc+ BAIL ERMAKRR WAGES(por hour) 9/01/91- 9/01/92- 8/31/92 8/31/93 Boilermaker.......... $ 28.50 30.00 OffiThME • See ( C,0 ) on OVERTIME PAGE attached. OLIDAYS& See ( 8,16,23,24) on HOLIDAY PAGE attached. AL ALE RATOApprentice(s) to Journeymen ( 1 - 5 ) ( 1 - 10 ) APHRIATICES:( 1/2 ) year terms at the following percentage of Journeyman's wage. n OV7, e47, /u7iof Ou7. 0,77. VV76 V27. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity $2.40 $2.40 plus 44% plus 477E of Wage of Wage Rate Rate Listed supplements apply to A" classifications ( x )Yes ( )No. 4-5 t PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Deparltment of Labor 9207087 Public Work 10a-7/01/92 thru 6/30/9 Published •-06/29/92 SUFFOLK COUNTY Page 4 CARPENTER !mcarp44-D ------------------------------ WAGES(per hour) 7/01/92- 6/30/93 Building: Millwright........... 23.79 E PAY: See ( C, 0 ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. Apprentices) to Journeymen ( 1 - 7 ) APPRENTICESm ( 1 ) year terms at the following percentage of Journeyman's wage. 55% 65% 75% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Annuity, Apprentice Training, Scholarship and Vacation. $18.07 Listed supplements apply to gLL classifications ( x )Yes ( )No. 6-740 ------------------------------ WAGES(per hour) 7/01/92- 6/30/93 Carpet/Resilient Floor Coverer 26.56 • On Bldg Projects See (C,0) on OVERTIME PAGE attached. On H/H Projects See (0,0) on OVERTIME PAGE attached. PAID HOLIDAYS_L See ( 18, 19 ) on HOLIDAY PAGE attached. Apprentice(s) to Journeymen (1-5) ( 1 ) year terms at the following percentage of Journeyman's wage. 3rd. 4th. 40 50% 65% 80% SUPPLEMENTAL BENEFITS:(per hour worked) - See below. B-2287 ------------------------------ (per hour) 7/01/90- 7/01/91- 7/01/92- 5/30/91 6/30/92 6/30/93 Piledriver........... 24.66 25.66 26.66 Dockbuilder.......... 24.66 25.66 26.66 See ( D, 0 ) on OVERTIME PAGE attached. Ry HMFjg6Y: AYIL See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES ( 1 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 40% 50% 65% BOX SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456 0 J n r, State of New York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Mork 9207087 10a-7/01/92 thru 6/30/9 - Published -06/29/92 SUFFOLK COUNTY Page 5 Carpenter (cont) W(jES(per hour) 7/01/90- 7/01/91- 7/01/92 6/30/91 6/30/92 6/30/93 Marine Construction: Marine Diver ......... $ 29.49 30.77 32.05 Tender.... 22.73 23.62 24.51 Ses ( D, 0 ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1458/D ------------------------------ $,(per hour) 7/01/90- 7/01/91- 7/01/92- 6/30/91 8/30/92 6/30/93 Timberman .........$ 22.82 23.72 24.62 OVERTIME PAY: See ( D, 0 l on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen ( 1 - 7 ) APPRENTICES ( 1 ) year terms at the following percentage of Journeyman's wage. 40-4 OX 65a 80% ,SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1536h ------------------------------ The following Supplemental Benefits apply to the preceding Carpenter categories and/or occupational titles unless otherwise noted. SUPPLEMENTAL SENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Annuity, Apprentice Training, Vacation, and Scholarship. Journeyman $13.50 Apprentices $9.91 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-nyc/supp LJ PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY, Page 6 Carpenter (cont.) WAGES(per hour) 7/01/90- 7/01/91- 7/01/92- 6/30/91 6/30/92 6/30/93 Building: Carpenter............ $ 24.00 24.84 Additional 2.00 per hr Hegvy/Highway: Carpenter............ $ 24.05 24.89 • See ( A, G ) on OVERTIME PAGE attached. OV HNISHYLL See ( 1 ) on HOLIDAY PAGE attached. Apprentice(s) to Journeymen ( 1 - 5 ) ( 1 ) year terms at the following percentage 3rd. 4th, of Journeyman's wage. Wt., 55X 65% 80% SUPPLEMENTAL SENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Appr. Trng, Vacation, Annuity and Scholarship. Journeyman $10.75 $11.91 Apprs 1st & 2nd terms $ 7.495 $ 8.325 Apprs all other terms $10.75 $11.91 Listed supplements apply to A" classifications ( X )Yes ( )No. 4-SUF ELEVATOR WAGES (per hour) 7/01/92- 6/30/93 Elevator Constructor ... $ 27.77 Helper over 600 hrs. 20.83 up to 600 hrs. 13.885 Elev. Modzatn 6 Service 24.21 Helper over 600 hrs. 18.16 up to 600 hrs. 13.885 T •CONSTR.See ( C,M,T ) on OVERTIME PAGE attached. MODERN./Serv. See ( 8,F,S ) on OVERTIME PAGE attached. See (5,6,7,11,16) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Education, Annuity and Vacation. Construction $ 8.77 plus 4% of Wage Modern./Service $ 8.62 plus 4% of Wage Listed supplements apply to A" classifications ( X )Yes ( )No. 8-1 1 1 PREVAILING RATE SCHEDULE ( ' )See NOTICE PAGE ATTACHED State of New York Department of Labor Case Number Bureau of Public Mork 9207087 10a-7/01/92 thru 6/30/9 _ - Published -06/29/92 SUFFOLK COUNTY Page 7 GLAZIER WAGES(per hour) 1/01/92- 7/01/92- 1/01/93- 6/30/92 12/31/92 6/30/93 Glazier .............. $ 24.20 Additional Additional 1.10 per hr 1.10 per hr. pffi�hHAY: See ( C. 0, PAID DAYS: See ( 1 ) V ) on OVERTIME PAGE attached. on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity. $12.17 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-1087 ELECTRICIAN WAGES(por hour) Electrician.......... $ 5/01/92- 4/30/93 29.35 Audio/Sound.......... 29.35 Fire/Intruder Alarm.. 29.35 OVERTIME PAY: See Following Note': 8th, 9th 6 10th hrs Note* plus ( 0 ) on OVERTIME PAGE attached. of wk weekdays to be paid at 1 1/2 times straight time rate PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. AjLOMIABLE RATIO: 1st yr Appr to other Apprentices to Journeymen (0-1-1) (1-1-2) (1-1-3) (1-2-4) (2-2-4) ACPRENTIGESz ( 1 ) year terms at the following percentage of Journeyman's wage. th. 5th. 6th. 3O0% % 40% 0% 60% 70% SUPPLEMENTAL BENEFITS:(pereents based on gross wages -others per hour) Benefits- Health/Welfare, Pension, Suppl. Unemployment Benefit, Apprentice I Training, Annuity, Benefit Fund and Vacation. Journeyman Appr lot term Appr 2nd term Appr 3rd term Appr 4th term $14.71 $ 5.77 S 6.41 , = 7.05 $ 8.32 Appr 5th term Appr 6th term $ 9.59 $10.89 Listed supplements apply to ALLclassifications(X)Yes()No 4-25 ------------------------------ - -- PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thr•u 6/30/9 Published ••06/29/92 SUFFOLK COUNTY Page 8 ELECTRICIAN (cont) WAGES(per hour) 5/01/92- 4/30/93 Lineman .............. $ 29.35 Technician........... 29.35 Heavy Equip. Oper.... 29.35 Truck Driver......... 29.35 Groundman...........: 29.35 0VERTI�IE PAY: See Following Note' plus ( 0 ) on OVERTIME PAGE attached. Note': 8th, 9th 8 10th hrs of wk weekdays to be paid at 1 1/2 times straight time rate PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. BLLOWABLE RATIO: 1st yr Appr to other Apprentices to Journeymen (0-1-1) (1-1-1) (1-1-2) (1-1-3) (1-2-4) (2-2-4) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 3 % 35% 40% 50% 60% 70% SUPPLEMENTAL BENEFITS:(percents based on gross wages -others per hour) Benefits- Health/Welfare, Pension, Suppl. Unemployment Benefit, Apprentice Training, Annuity, Benefit Fund and Vacation. Journeyman $14.71 Appr 1st term $ 5.77 Appr 2nd term $ 6.41 Appr 3rd term $ 7.05 Appr 4th term $ 8.32 Appr 5th term $ 9.59 Appr 6th term $10.89 Listed supplements apply to A" classifications (X)Yes ( )No. 4-2511ne Applicable to electrical maintenance of existing electrical systems including, but not limited to, traffic signals and street lighting. WgGES(per hour) 5/01/91- 5/01/92- 5/01/93- 4/30/92 4/30/94 4/30/95 v Electrician 21.76 Additional Additional .91 per hr .94 per hr See ( B, G, F ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. APAP R SRATIO: Apprentice(s) year Iter to Journeymen ( 1 - 1 ) ( 2 - 2 ) ( 3 - 3 ) • ( 1 ) yenr terms at the following Wage. Ist, 213d. 3rd. 4th. 40% 50% 60% 80% SUPPLEMENTAL BENEFITS:(percent on gross wages earned) Benefits- Health/Welfare, Pension, Annuity, Vacation/Holiday and Apprentice Trng. 33% of wage plus $ .75 Listed supplements apply to A" classifications ( X )Yes ( )No 4-25m a t 1 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Cas! Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thru 6/30/9 - -- Published -06/29/92 _ SUFFOLK COUNTY Page 9 TELEPHONE Rates below are for telephone work up to Point of Demarcation. Point of Demarcation is defined as the point of interconnection customer provided equipment and telephone company provided facilities. between WAGES(per hour) 8/07/86- / / Telephone System Technician/Cab l! Splicing Starting.......... 6.90 After 6 mos....... 7.59 12 mos....... 8.33 18 mos....... 9.18 24 mos....... 10.09 30 mos....... 11.08 36 mos....... 12.20 • 42 mos....... 13.40 • 48 mos....... 14.74 54 mos....... 16.20 60mos....... 17.83 Cable Splicing Technician Helper Start. ........... 6.08 After 6 mos.......... 6.68 • 12 mos.......... 7.33 18 mos.. ....•.. 6.06 24 mos. 8.85 30 mos. 9.74 36 mos.......... 10.71 42 mos.......... 11.78 48 mos.......... 12.94 Service Tlchnlcian Starting.......... 6.90 After 6 mos....... 7.58 12 mos....... 8.33 16 mos.' 9.15 24 mos.. 10.05 • 30 mos.'......11.05 1 36 mos....... 12.14 42 mos....... 13.35 • 48 mos....... 14.66 • 64 mos....... 16.13 60 mos....... 17.74 See ( ) on OVERTIME PAGE attached. PORMETSHYL See ( ) on HOLIDAY PAGE attached. • Apprentic!(s) to Journeymen ( ) n No! ) SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Savings/Security and Income 14% of wage Protect. Fund. Listed supplements apply to " classifications ( )Yes ( )No. nytele/ns a t 1 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor 9207087 Public Work - lOa-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 10 TELEPHONE(cont) Rates listed below are for installation of customer provided telephone equipment from point of demarcation. WAGES(per hour) 55/25/91 5/26/91- Telephone System Technician Starting.......... 6.88 7.03 After 6 mos....... 7.61 7.77 ' 12 mos....... 6.40 8.58 ' 18 mos....... 9.28 9.48 ' 24 mos....... 10.26 10.48 ' 30 mos....... 11.32 11.58 ' 36 mos....... 12.51 12.80 ` 42 mos....... 13.82 14.13 ' 48 mos....... 15.27 15.61 ' 54 mos....... 16.67 17.25 ' 60 mos....... 18.63 19.06 Technician Asst. Start.................6.38 6.52 After 6 mos.......... 7.01 7.16 ' 12 mos ..........7.70 7.66 ' 18 mos.......... 8.45 8.63 ` 24 mos.......... 9.27 9.48 30 mos.......... 10.18 10.41 Senior Technician Starting.......... 6.88 7.03 After 6 mos....... 7.65 7.81 ` 12 mos....... 8.48 8.67 ` 18 mos....... 9.42 9.62 ' 24 mos....... 10.46 10.68 ` 30 mos....... 11.61 11.86 ' 36 mos....... 12.88 13.17 ' 42 mos....... 14.31 14.62 ' 48 mos....... 15.88 16.23 ' 54 mos....... 17.63 18.02 ' 60 mos....... 19.57 20:00 Services Technician Start.................6.88 7.03 After 6 mos.......... 7.61 7.77 ` 12 mos ..........8.40 8.58 ' 18 mos.......... 9.28 9.48 ' 24 mos ... .......10.26 10.48 ' 30 mos.......... 11.32 11.58 ' 36 mos.......... 12.51 12.80 42 mos.......... 13.82 14.13 ' 48 mos.......... 15.27 15.61 ' 54 mos.......... 16.21 16.57 Qy"TIME PAY: See (B,I,S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 5,6,16 ).on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension and Training. Full Time b Part Time Employees working 25 or more hours per work. 19.3% of 19.3% of wage wage Part Time Employees 0 thru 16 hours 9.3% of 9.3% of wage wage 17 thru 24 hours 14.3% of 14.3% of wage wage Listed supplements apply to 8!L classifications (X)Yes ( )No. att/ ; D fPREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 1,Oa-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 11 IRONWORKER lAGES(per hour) 1/01/92- 7/01/92- 6/30/92 6/30/93 Structural........... $ 23.50 Additional Riggers.. ....... 23.50 2.45 Machinery Movers...... 23.50 per • Erectors.... 23.50 hour See ( B. 81, Q. V ) on OVERTIME PAGE attached. KHTWIDhe See ( 18, 19 ) on HOLIDAY PAGE attached. fOApprentice(s) to Journeymen (1-4)(2-8)(3-15) 1/2 ) year terms at the following wage. 12.09 13.19 119h 113486 11488 131.80 SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity. Journeyman $23.83 Apprentices $17.43 Listed supplements apply to &L classifications ( X )Yes ( )No. 8-40/361W ------------------------------ $(per hour) 7/01/90- 7/01/91- 7/01/92- 6/30/91 6/30/92 6/30/93 Reinforcing.......... 22.95 Additional Additional 1.90 per hr 2.05 per hr OVERTIME PAY: See ( C, 0, •V ) on OVERTIME PAGE attached. •V applies to Annuity 6 Vacation Only. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. Apprentice(s) to Journeymen ( 1 - 5 ) 1 ) year terms at the following percentage of Journeyman's wage. 0x % x SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation, Annuity and Scholarship Fund. Journeyman $12.63 Apprentices $ 5.88 plus wage of = 6.755 Listed supplements apply to ALL classifications ( X )Yes ( )No. 8-46 ------------------------------ WAGES(per hour) 1/01/92- 7/01/92- 6/30/92 6/30/93 Ornamental........... 23.60 Additional Chain Link Fence..... 23.60 2.00 per hr See ( C. 0, V ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. • Apprentices) to Journeymen (1-4)(2-11)(3-20) ( 1/2 ) year terms at the following percentage of Journeyman's wage. 50% 65% 0% 80X 85% 95% ,SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity. $16.80 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-580 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Depalrtment of Labor 9207087 Public Work 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 12 LABORER W4GES(per hour) 7/01/92- 1/01/93- 12/31/92 5/30/93 Building Laborer: All Classifications ... $ 20.00 Additional .60 per hr OVERTIME PAY: See ( A,E,O ) on OVERTIME PAGE attached. PAID HOLIDA S: See ( 1 ) on HOLIDAY PAGE attached. ,S)PPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Vacation, Annuity, Legal, Training and Safety Fund $10.63 Listed supplements apply to _A" classifications ( x )Yes ( )No. 4-66 ------------------------------ Laborer(Heavy/Highway): Group # 1: Asphalt Rakers and Formsetters. Group M 2: Asphalt Shovelers and Tampers. Group M 3: Basic Laborer, Power Tool, Trackman, Landscape, Pipelayer, Jackhammer and Concrete. WAGES(per hour) 7/01/91- 7/01/92- 6/30/92 5/31/93 Heavy/Highway Laborer: Group N 1 ............. $ 19.83 20.80 Group M 2 ............. 19.37 20.32 Group M 3 ............. 17.87 18.73 i • See ( B. H ) on OVERTIME PAGE attached. See (2,4,6,7,11,12,26) on HOLIDAY PAGE attached. SWPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Vacation and Annuity. $ 3.50 plus S 4.00 plus 25 % of 25 % of wage wage Listed supplements apply to A" classifications ( x )Yes ( )No. 4-1298 State of NqW York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 9207087 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 13 LATHER WgGS(per hour) 7/01/90- 7/01/91- 7/01/92- 6/30/91 6/30/92 6/30/93 Lather (Wood Wire 3 Reinforcing)... 22.95 Additional Additional 1.90 per hr 2.05 per hr OVERTIME PAY: See ( C, 0, V• ) on OVERTIME PAGE attached. *Annuity 6 Vacation Only PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. Apprentices) to Journeymen ( 1 - 5 ) - 1 ) year terms at the following percentage of Journeyman's wage. let, i 50% 7 % 55% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation, Annuity and Scholarship. Journeyman $12.63 Apprentices $ 1.88 plus - wage % of $ 6.75 Listed supplements apply to ALL classifications ( X )Yes ( )No. 8-46 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 t0a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY MASON/TILE/TERRAZZO wAGES(per hour) 65/31/93 Building: Bricklayer............ $ 27.59 Page 14 ffi Y• See ( A, E, O, ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. Apprentice(s) to Journeymen ( 1 - 6 ) ( 750 hours) terms at the following percentage of Journeyman's wage st. 2nd. 3rd. 4th. Sth(500hr) fith(500hr) OX 60X 0% BOX 90X 9 X SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension and Annuity. Journeyman $11.25 Apprentices $ 9.70 Listed supplements apply to ALL classifications ( )Yes ( X )No. 8-NYDC WAGES(per hour) 7/01/91- 7/01/92- 6/30/92 6/30/93 Cement Mason.......... 24.22 Additional 1.97 per hr g"HTIME PAY: See ( C. 0, V) on OVERTIME PAGE attached. P410 HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE- RAJID_L Apprentices) to Journeymen ( 1 - 10 ) ( 1/2 ) year terms at the following percentage of Journeyman's wage. 50% 60X OX 80% 90% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training and Annuity. $12.55 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-780 jAGES(per hour) 7/05/90- 1/01/91- 7/01/91- 7/01/92.- 12/31/90 6/30/91 6/30/92 6/30/93 Building: Plasterer ............. 21.10 Additional Additional Additional 1.10 per hr 1.75 per hr 1.75 per, hr OVRTIME PAY: See ( C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. Apprentice(s) to Journeymen ( ) ( ) P�NTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 4 % 50% 60% 60% 80% 80% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Annuity, Vacation and Apprentice Training. Journeyman $9.73 Apprentices wage % of $9.37 Listed supplements apply to ALL classifications (X)Yes ( )No. 8-852 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thru 5/30/9 Published -06/29/92 SUFFOLK COUNTY Page 15 Mason (cont) WAGES(per hour) 1/01/92- 7/01/92- 1/01/93- 6/30/92 12/31/92 6/30/93 Building: Mosaic 6 Terrazzo Worker.. 24.79 Additional Additional • Helper.. 23.48 1.00 per hr. 1.00 per hrPYARTMEAS s y See t C, 0 ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension and Suppl. Unemployment Benefit. $10.99 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-3 WAGE,S(per hour) 4/27/92- 4/28/93- 4/27/93 4/27/94 Building: Tile Layer............ 24.91 Additional 2.00 per hr. See ( A, 0 ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen ( 1 - 3 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. Ist. 2nd. 45% 50X 1 5% 60X 70% 60% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Vacation and Annuity. Listed supplements apply to &L classifications ( x )Yes ( )No. 8-52 WAGES(per hour) _i 5/04/92- - 5/03/93- " ' 5/02/93 5/02/94 Building: Tile Layer Helper 6 Finisher ....... $ 22.45 23.70 See ( A, 0 ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Annuity and Vacation. $9.87 $10.09 Listed supplements apply to classifications ( x )Yes ( )No. 8-88 t PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thr•u 6/30/9 Published ••06/29/92 SUFFOLK COUNTY Page 16 Mason (cont.) WAGES(per hour) 7/01/92- 6/30/93 Cutting Cleaner(Mason) $ 28.85 Sdndblasting(Mason)... 29.50 Pointer, Cleaner,& Caulker(Mason). 28.85 OVERTIME PAY: See ( A, 0 ) on OVERTIME PAGE attached. ID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. �iLOWA LE RATIO: Apprentice(s) to Journeymen (1-1)(1-5) APPRENTICES: ( 1 ) year terms at the following percentage of Journeyman's wage. 2nd. 3rd. list 55X 70% 85% SUPPLEMENTAL BENEFI7S:(per hour worked) Benefits- Health/Welfare, Pension, Benefit Fund, Education and Annuity. Journeyman $12.92 Appr 1st year $10.32 Appr 2nd year $11.17 Appr 3rd year $12.05 Listed supplements apply to ALL classifications (X)Yes ( )No. 4-66w WAGES(per hour) 1/01/92- 7/01/92- 1/01/93- 6/30/92 12/31/92 6/30/93 Stone Setter.......... $ 27.01 Additional Additional 1.35 per hr 1.35 per hr QVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 18 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO_ Apprentice(s) to Journeymen ( 1 - 10 ) APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 50% 55% 60X 65X 70% 80% 90% 95% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Security Benefit, Apprentice Training Vacation and Annuity. Journeyman $15.60 1st & 2nd yr Apprs. $12.06 All other Apprs $15.60 Listed supplements apply to _ALL classifications ( x )Yes ( )No. 8-84 WAGES(per hour) 1/01/92- 7/01/92- 1/01/93- 6/30/92 12/31/92 6/30/93 Derrickman/Rigger.... $ 26.25 Additional Additional 1.33 per hr 1.33 per hr OVER • See ( C, 0, V ) on OVERTIME PAGE attached. PAID f See ( 1 ) on HOLIDAY PAGE attached. NABLE RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) ( 1/2 ) year terms at the following percentage of Journeyman's wage. 5 X 60% 70% 80% 90% 90% ,SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity $16.60 Listed supplements apply to " classifications ( x )Yes ( )No. 8-197 k17 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a- /01/92 thru 6/30/9 --- Published -06/29/92 SUFFOLK COUNTY Page 17 Mason (cont..) Apprentices $ 4.58 plus WAGES,(per hour) 1/01/92- 7/01/92- 1/01/93- 7/01/93- 6/30/92 12/31/92 6/30/93 12/31/93 Building: 12/31/92 6/30/93 12/31/93 6/30/94 Marble- Sawyer, Rubber Marble Cutters i - b Polisher ........... = 24.53 add .92 add .92 add .92 (, See ( C. 0, V ) on OVERTIME PAGE attached. per hr per hr per hr Marble- Cleaner....... 13.13 add .62 no add add .62 HOLIDAY PAGE attached plus any day following a Thursday or Sunday Holiday. per hr per hr ' - Maintenance... 12.08 add .57 no add add .57 1/2 ) year terms at the following percentage of Journeyman'.s per hr per hr (; See (A,E,O,V ) on OVERTIME PAGE attached. Journeymen except Cleaners and Maintenancemen receive Journeyman $11.82 $12.40 $12.98 1/2 days pay for Labor Day. Cleaners, Maintenancemen and 1st three terms of apprentices receive (5,6,11,15 ) on HOLIDAY PAGE attached. All others no paid holidays. APPRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 0% 54% 59% 6 3% 67% f 21 8% 80% $ 7.50 SUPPLEMENTAL BENEFITS:(per hour worked) 8-4 Benefits- Health/Welfare, Pension, Suppl. Unemployment Benefit, Vacation and Annuity. Sawyer/Rubber/Polisher $13.01 Cleaner/Maintenance $ 2.90 Apprentices $ 4.58 plus wage % of $ 8.43 Listed supplements apply to A" classifications ( x )Yes ( )No. B-24 WAGES,(per hour) 7/01/92- 1/01/93- 7/01/93- 1/01/94 12/31/92 6/30/93 12/31/93 6/30/94 Building: Marble Cutters i - Setters .............$ 27.14 27.64 28.14 28.64 (, See ( C. 0, V ) on OVERTIME PAGE attached. Journeymen receive 4 hrs pay on Labor Day. Apprentices 1st three terms See (5,6,8,10,15 ) on HOLIDAY PAGE attached plus any day following a Thursday or Sunday Holiday. All other Apprentices See ( 1 ) on HOLIDAY PAGE attached. Apprentice(s) to Journeymen ( ) 1/2 ) year terms at the following percentage of Journeyman'.s wage. 0% 55% 65% O% 80% 95% ,SUPPLEMENTAL BENEFITS:(pr hour worked) � Benefits- Health/Welfare, Pension, Suppl. Unemployment Benefit, and Annuity, Journeyman $11.82 $12.40 $12.98 $13.55 Apprentices S 5.58 plus $ 5.89 plus $ 5.89 plus $ 6.05 plus wage % of wage % of wage % of wage % of $ 8.24 $ 6.51 $ 7.09 $ 7.50 Listed supplements apply to eL classifications ( x )Yes ( )No. 8-4 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thr•u 6/30/9 Published -•06/29/92 SUFFOLK COUNTY Page 18 Mason (cont...) WAGES(per hour) 1/01/92- 7/01/92- 1/01/93- 7/01/93-• 6/30/92 12/31/92 6/30/93 12/31/93 Marble -Riggers, Crane & Derrickman $ 24.17 Additional Additional Additional .60 per hr 1.15 per hr .70 per hr iIDAYSee ( C, 0, V ) on OVERTIME PAGE attached. : 1/2 Day for Labor Day. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Supplemental Unemployment and Annuity. $12.42 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-20 PAINTER wA EES(per hour) 10/01/91- 10/01/92- 10/01/93- 9/30/92 9/30/93 9/30/94 Steel : • Steel, Bridge.... 28.60 30.03 31.83 • Spray............ 30.60 32.03 33.83 • Sandblasting..... 30.60 32.03 33.83 • Power Tool....... 30.60 32.03 33.83 See ( A,F,R ) on OVERTIME PAGE attached. (.L See ( 1 ) on HOLIDAY PAGE attached. AL RATIO: Apprentice(s) to Journeymen ( 1 - 10 ) ( 1 ) year terms at the following percentage of Journeyman's wage. lot. 2nd. 50% 65% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation and Annuity. 34 1/2% 34 1/2% 34 1/2% Plus Plus Plus $2.00 $2.00 $2.00 Listed supplements apply to Aj,,{, classifications ( x )Yes ( )No. 8-806 ------------------------------ WAGES(per hour) 2/01/91- 8/01/91- 2/01/92- 7/31/91 1/31/92 7/31/92 Drywall Taper......... $ 24.78 25.52 26.29 • See ( C, 0 ) on OVERTIME PAGE attached. V See ( 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Vacation and Annuity. 37 1/2% 37 1/2% 37 1/2% Listed supplements apply to ASL classifications ( x )Yes ( )No. 8-1974 ------------------------------ PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 - 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 19 Painter (cont) WAGES(per hour) 4/01/92- 3/31/93 Brush... ...... 23.88 Structural Steel....... 28.84 Spray, Scaffold........ 26.35 Sandblasting........... 28.84 Q� • See ( D. 0, ) on OVERTIME PAGE attached. �EDRA• See ( 1 ) on HOLIDAY PAGE attached. 8j"ATIO. Apprentice s) to Journeymen ( 1 - 5 ) ICES: ( 1/2 ) year terms at the following rates. 1st. 2nd. 3rd. 4th. 5th. 6th. Brush 11.30 11.30 16.01 17.41 19.11 21.18 Br./St./S8 12.29 12.29 16.67 17.95 20.51 23.08 Spr./Staff. 12.41 12.41 17.62 18.76 21.09 23.41 SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Annuity Supplemental Unemployment, Supplemental Employee and Safety & Health. Journeyman $10.48 Appr 1st year $ 4.39 Appr all other terms S 9.33 Listed supplements apply to &L classifications (X)Yes ( )No. 4-1486 WAGES(per hour) 4/01/90- 3/31/91 Paper Hanger........... 23.38 PORME PAY: See ( A. 0 ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. A . Apprentice s) to Journeymen ( 1 - 5 ) APPR N ICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 32t. 3rd. O% box 65% OX box Sox SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Annuity, Supplemental Unemployment, Supplemental Employee and Safety 6 Health. Journeyman $ 9.13 Apprentices Wage % of $ 9.13 Listed supplements apply to A" classifications (X)Yes ( )No. 4-1486 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Departlment of Labor Puplic Work 9207087 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 20 PLUMBER WAG'ES(per hour) 7/01/92- 1/01/93- 7/01/93- 1/01/94- 12/31/92 6/30/93 12/31/93 4/30/94 Plumber.............. $ 29.20 29.85 30.50 31.15 gjjATIME PAY: See (A,D,O,V ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWA- - BLE RATIO: Apprentice(s) to Journeymen ( 1 - 5 ) APP ENTICES. ( 1 ) year terms at the following percentages of Journeymans wage 1si;. 2nd. 3rd. 4th. 5th, 45X 50X 65X 70% 75% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Vacation, Apprentice Training and Security Journeyman Apipr 1st term $12.18 $12.43 $ 7.44 $ 7.59 $12.68 $ 7.74 $12.93 $ 7.89 Apipr 2nd term $ 7.53 $ 7.68 $ 7.83 $ 7.98 Apipr 3rd term $ 7.62 $ 7.77 $ 7.92 $ 8.07 Apipr 4th term $ 7.72 $ 7.87 $ 8.02 $ 8.17 Appr 5th term $ 7.81 $ 7.96 S 8.11 $ 8.26 Listed supplements apply to tel. classifications ( X )Yes ( )No 4-775 !iplumR775 RESIDENTIAL Not Available 4-775r PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Deparfinent of Labor Public Work_ 9207087 -10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 21 STEAMFITTER/SPRINKLER FITTER WAGES(per hour) 1/01/92- 7/01/92- 12/30/92- 6/30/92 12/29/92 6/30/93 Steam Fitter.......... $ 27.70 Additional Additional Sprinkler Fitter...... 27.70 1.50 per hr 1.50 per hr OVERTIME PAY: See ( C,O.V ) on OVERTIME PAGE attached. - PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLQ�dLE RAI= Apprentice(s) to Journeymen ( 1 - 3 ) -- ( 1/2 ) year terms atthe following percentage of Journeyman's wage. 40X 404 0% OX 5X ilk, BOX 80% 85% 85% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Security Fund, Training Fund and Vacation. Journeyman 14.64 Apprentices .29 plus term % of $14.35 Listed supplements apply to ALL classifications ( X )Yes ( )No. 8-638s/s ------------------------------ WAGE$(per hour) 7/01/91- 6/30/92 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. Steamfitter.......... $ 19.35 See ( B.E.0 ) on OVERTIME PAGE attached. See t 1 ) on HOLIDAY PAGE attached. Apprentices) to Journeymen ( 1 - 3 ) 1 ) year terms at the following wage. lot. Soo 2nd 6mo 2nd yr 3rd yr 4th yr. 5.45 9.13 11.09 13.08 15.79— SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare and Pension Journeyman $ 3.67 Apprentices 1st year 2.96 2nd year 3.09 3rd year 2 3.25 4th year = 3.46 Listed supplements apply to AL classifications ( X )Yes ( )No. 8-638s/ssery 1 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 . 10a-7/01/92 thru,6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 22 ROOFER WAGES(per hour) 10/01/90- 10/01/91- 10/01/92- 4/01/93- 9/30/91 9/30/92 3/31/93 9/30/93 Roofer ............... $ 21.34 Additional Additional Additional Waterproofer........... 21.34 1.00 per hr 1.05 per hr 1.05 per hr V PAY: See ( A. E. 0 ) on OVERTIME PAGE attached. Xy_See ( 1 ) on HOLIDAY PAGE attached. Apprentice(s) to Journeymen ( 1 - 6SMO) NTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 59%t 55% 60% 65% 70% 75% SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Annuity and Vacation. Journeyman $12.28 Apprentices Wage % of $12.25 plus $ .03 Listed supplements apply to _" classifications (X)Yes ( )No. 4-154 SHEET ETAL WORKER WAGES(per hour) 2/01/92- 8/01/92- 2/01/93- 7/31/92 1/31/93 7/31/93 Sheetmetal Worker.... $ 27.92 Additional Additional 1.25 per hr 2.10 per hr Siding 6 Decking Speciality workers receive 70% of Journeymans wage. Limited to 4 Speciality workers for each Full rate journeyman. OV RTIME PAY: Siding 6 Decking See (B,E,O ) on OVERTIME PAGE attached. QY _ All other work See ( C. 0, V ) on OVERTIME PAGE attached. See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen (1-1)(1-4) APeRENTICES: ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 8th. 8.A8 9.77TAL 11.77 12.56 13.95 15.33 16.76 19.64 SU PLEMENBENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Supplemental Unemp. Benefit, Vacation, Annuity, Education and Benefit Fund. Journeyman $14.22 Appr 1st term $ 5.77 Appr 2nd term $ 6.29 Appr 3rd term $ 6.86 Appr 4th term $ 7.43 Appr 5th term $ 8.08 Appr 6th term $ 9.22 Appr 7th term $ 9.70 Appr 8th term $11.69 Siding/Deck Spec. $ 4.57 Listed supplements apply to ALL classifications.( X )Yes ( )No. 8-28 e 1 PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED L' State of New York Case Number Bureau of Department of Labor 9207087 Public Work 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY WELDER Page 23 Welder To be paid the rate of the mechanic performing the work. TEAMSTER Truck Driver(Building and Heavy/Highway): GROUP 1: Chauffeur and Excavation. GROUP 2: Euclid and Turnapull type trucks. WAGES(per hour) 7/01/92- 6/30/93 - Truck Driver (Building and Heavy/Highway): Group 1 .............. 21.935 Group 2 .............. 22.495 OVERTIME PAY: See ( B. E, P. T ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension and Annuity. $12.7425 Listed supplements apply to A" classifications ( X )Yes ( )No. 4-282nsh SIGN ERECTOR WAGES(per hour) 7/01/91- 6/30/92 Sign Erector......... $ 22.05 OVERTIME PAY: See ( A, E. P. T ) on OVERTIME PAGE attached. PAID H( 5,6,10,11,12,16 ) on HOLIDAY PAGE attached. WA, • Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 4 1/2 ) year terms at the following percentage of ) Journeyman's wage. 65OX X OX 4 X 0% 55X 6 X 9 70X 5X SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Apprentice Training, Vacation, Annuity and Scholarsh - Journeyman $ 3.24 plus $24.00 per day plus 21% of wage. Appr let b 2nd yrs $ 2.79 plus 2% of wage Appr 3rd yr $ 2.04 plus $2.00 per day plus 17% of wage Appr 4th yr $ 2.04 plus $4.00 per day plus 19% of wage Appr 5th yr $ 2.04 plus per day plus day p 19% of wage Listed supplements apply to ALL classifications ( X )Yes ( )No. 8-137 L' PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thru 6/30/9 Published •-06/29/92 SUFFOLK COUNTY Page 24 HIGHr AY STRIPER WAGES(per hour) 4/01/92- 4/01/93- 3/31/93 3/31/94 Painter(Striping-Highway etc.): Striping -Machine Oper.$ 16.92 17.57 Helper......... 15.14 15.79 Linerman.............. 17.44 18.09 OVERTIME PAY: See ( B,E,P,S ) on OVERTIME PAGE attached. PAID HOLIAY: See ( 5,6,8,10,11,12,15,16 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension and Vacation. $ .50 plus $ .50 plus 24 % of 24% of wage wage Listed supplements apply to ALL classifications ( x )Yes ( )No. 6-230 TREE TRIMMER WAGES(per hour) 10/1/85- 9/30/86 Tree Trimmer: Trimmer -T 7 (start)... $ 7.75 -T 6 after 6 mo. 8.32 -T 5 12 mo. 8.54 -T 4 1B mo. 8.93 -T 3 24 mo. 9.70 -T 2 30 mo. 10.14 -T 1 36 mo. 11.56 Driver,Groundsman...... 9.53 OVERTIME PAY: See ( B. E. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See (5,6,7,8,11,12,18,19)) on HOLIDAY PAGE attached. L BENEFITS: (per hour worked) Health/welfare....... $ Contr.Provide H. 8 W. + $10,000 Life Ins. . Annuity ........... .35 Holidays .................. (12 paid). Vacation - after 15 mo./1 week. -after 30 mo./2 weeks. -after 10yrs/3 weeeks. -pro-rated if less than 1700 hrs.in prior year. Listed supplements apply to &L classifications ( x )Yes ( )No. 4-10491: t 1 1 1 i t n, State of Now York Department of Labor PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 9207087 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 25 ,SURVEY CREW WAGESi(per hour) 8/01/90- 7/01/91 7/01/92- 6/30/91 6/30/92 6/30/93 Survey Rates -Building: Party Chief......... 22.31 Additional Additional 2.09 per hr 2.09 per hr Instrument Man...... 19.24 Additional Additional _ 1.68 per hr 1.68 per hr Rodman/Chainman.... 12.67 Additional Additional 1.31 per hr 1.31 per hr 1E PAY: See ( A,E,O ) on OVERTIME PAGE attached. See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Benefits- Health/Welfare, Pension, Vacation, Annuity and Apprentice Training. $10.25 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-15Db ------------------------------ i(per hour) 8/01/90- 7/01/91- 7/01/92- 6/30/91 6/30/92 6/30/93 Survey Rates-Heavy/Hiway: Party Chief......... 22.20 Additional Additional 2.22 per hr 1.84 per hr Instrument Man...... 18.91 Additional Additional 1.77 per hr 1.67 per hr Rodman/Chainman..... 17.00 Additional Additional 1.65 per hr 1.56 per hr Sse (B,E,0 ) on OVERTIME PAGE attached. RHRMETRYP See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Benefits- Health/Welfare, Pension, Vacation, Annuity and Apprentice Training. $10.25 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-15D-N/S SURVEY CREW - CONSULTING ENGINEERS 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) 8/01/88- 7/01/89- 7/01/90- 6/30/89 8/30/90 6/30/91 Survey Rates: Party Chief......... 18.01 18.61 19.01 Instrument Man...... 15.18 15.78 16.18 Rodman/Chainman..... 12.43 13.03 13.43 Q�l • See ( B,E,0 ) on OVERTIME PAGE attached. HOLIDAY: See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (Per hour worked) Benefits- Health/Welfare, Pension, Vacation, Annuity, Apprentice Training. Supplement Unemployment. $ 4.42 $ 5.02 $ 5.87 Listed supplements apply to A" classifications ( x )Yes ( )No. 8-15Dc PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 26 DRILLING WAdES(per hour) 10/17/91- 10/17/92- 10/17/93- 10/16/92 10/16/93 10/16/94 CorteDrilling: Driller............ $ 18.735 19.485 20.235 " Helper.......... 16.725 17.225 17.725 See ( B, E, P, S ) on OVERTIME PAGE attached. See ( 5, 6 ) on HOLIDAY PAGE attached. SURPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare and Pension. $ 6.19 $ 6.19 $ 6.19 Listed supplements apply to A" classifications ( x )Yes ------------------------------ ( )No. 8-1536 VAGES(per hour) 8/01/86- 8/01/87- 8/01/88 - 7/31/87 7/31/88 7/31/89 Well Driller: " Driller ......... $ 16.40 Additional Additional " Helper..... 14.40 1.00 per hr 1.00 per hr. AY• See (B,E,P ) on OVERTIME PAGE attached. P LIDAY: See ( 5, 6, 10, 12 ) on HOLIDAY PAGE attached. A : Apprentice(s) to Journeymen ( 1 - 1 ) ( 1 - 6 ) SU,PLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension and Annuity. $ 4.25 plus 9 % of wage Listed supplements apply to 9" classifications ( x )Yes ( )No. 4-138well t `1 n fJ LAI n State of New York Department of Labor PREVAILING RATE SCHEDULE ( • )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 9207087 loa-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 27 WAGES(per hour) 7/01/92 - Building: 6/30/93 Hoist(Multiple Platform) 26.43 Lead Engineer 25.035 Hoist(Tandem Platform 24.81 Tower Crane(Engineer) 24.39 SideBoom Tractor(Used in tank work) 24.095 Scoop, Carry -all, Scraper in tandem 24.01 Boom Trucks or Cranes (used for stone setting or structural steel) 23.96 CMI or Maxim Spreader, Concrete Spreader, Derrick, Sideboom Tractor 23.935 TankWork y 23.86 Hoist, 2 Drum, Hoist, 3 Drum 23.81 Backhoe,Dragline, Gradall, Pile Driver, Shovel 23.835 Elevator, Fork Lift, Hoist, 1 Drum 23.76 Batching Plant(on site of job), Power Winch(used for stone or steel), Power Winch (Truck Mounted -used for stone or steel), Pump, Concrete 23.735 Dredge 23.71 Roller, Trench Machine 23.635 Welding Machine, Structural Steel 23.61 Boom Truck, Crane, Crawler or Truck, Conveyor(Multi), Plant Engineer, Stone Spreader (Self -Propelled) 23.585 Asphalt Spreader 23.56 Fork Lift(Walk Behind, Power Operated) 23.55 Compressor(Structura Steel) 23.535 Boiler, Bulldozer, Compressor(on Crane), Compressor(Pile Work), Compressor(stone setting), Concrete Breaker, Conveyor, Generator -Pile Work, Loading Machine(Front End), Maintenance Engineer,Powerhouse, Power Winch(used for other than stone or steel), Power Winch, Truck Mounted(used for other than stone or steel, Pulvi-Mixer,Pump(Dble Action Diaphragm), Pumps(Gypsum, Hydraulic, Jet, Single Action- 1 to 3, and Well Point), Welding and Burning, Welding Machine (Pile Work) 23.385 Curb Machine(Asphalt or Concrete), Curing Machine, Pump(Submersible), Maintenance Man 23.33 Grader 23.16 Compressor, Compressor(2 or more in battery), Generator, Mulch Machine, Pin Puller, Portable Heaters, Pump(4 inches or over), Track Tamper(2 Engineers,Each), Welding Machine 23.135 Stiping Machine 23.06 Bulldozer(used for excavation), Fireman, Loading Machine, Powerbroom, Vac -All 23.01 Concrete Saw or Cutter, Mixer(with Skip), Mixer(2 Small with or without Skip), Pump(Up to 3 inches),Tractor,Craterpillar or Wheel, 3 22.635 Scoop(Carry-All Scraper) 23.01 Hydra Hammer, Ridge Cutter 22.56 Bending Machine, Dinky Locomotive, Generator(Small), Vibrator(1 to 5), 22.385 Power Buggies 22.26 Stump Chipper and Oiler 22.035 Mechanical Compactor(Hand Operated), Trench Machine(Hand) 22.01 PHITME PAY: See ( D. 0 ) on OVERTIME PAGE attached. See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. Apprentices) to Journeymen Apprentice wage wage rate is $17.945 plus full benefits for 36 month term. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Supplemental Unemployment and Apprentice Training, Annuity and Legal. 515.04•Note *Note: S 4.00 of this amount paid at premium rate for overtime hours. Listed supplements apply to &L classifications ( )Yes ( )No. 4-138b ------------------------------ PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 28 Operating Engineer (cont) WAG'ES(per hour) 7/01/92- 6/30/93 HEAVY / HIGHWAY: Scoop(Carry-All,Scraper in Tandem), Tower Crane(Engineer), 24.635 Backhoe, Crane(Stone Setting),. Crane(Structural Steel), Dragline, Gradall, Pile Driver, Road Paver, Shovel 24.38 Batching Plant(on site of job), Crane(on Barge), Sideboom Tractor(used in tank work), Tank Work 24.235 Hoist(3 Drum), Power Winch(Truck Mounted -used for stone or steel), Power Winch(used for stone setting and/or structural steel), Trench Machine 24.225 Asphalt Spreader,Boom Truck,Boring Machine(other than Post Holes), CMI or Maxim Spreader, Crane(Crawler or Truck), Concrete Spreader, Conveyor, Multi, Plant Engineer, Sideboom Tractar,Stone Spreader(self propelled) 24.01 Boring Machine, Post Holes 23.95 Compressor(Stone Setting),Compressor(Structural Steel), Welding Machine(structural steel) 23.895 Dredge 23.845 Work Boat 23.835 Compressor(on Crane), Compressor(Pile Work), Generator -Pile Work, Hoist,2 Drum, Loading Machine(Front-End), Powerhouse, Power Winch(Truck Mounted -used for other than stone or steel),Power Winch(other than stone or struct.steel),Welding Machine,Pile Work 23.735 Mechanical Compactor, Machine Drawn, Roller(over 5 Ton) 23.55 Boiler 23.51 Pump, Concrete 23.47 Compressor(2 or more in battery 23.43 Grader 23.415 Bulldozer, Concrete Finishing Machine, Conveyor,Curb Machine,Asphalt or Concrete, Curing Machine, Dinky Locomotive, Fireman, Fork Lift, Hoist,l Drum, LoadingMachine, Maintenance Machine,Pulvi-Mixer, Pump(4 inches or over), Pumps(Hydraulic, Jet, Submersible and Well Point), Roller(5 ton and under), Scoop,Carry-All,Scraper, Maintenance Man, Vac -All, Welding 8 Burning 23.27 Generator 2312 Portable Heaters 23..375 Compressor, Mulch Machine, Pin Puller, Pump(Double Action Diaphragm),Pump-Gypsum, Pump(Single Action 1 to 3), Striping Machine, Welding Machine 22.825 Powerbroom 22.25 Concrete Saw or Cutter, Fork Lift.Walk Behind,Power Operated, Hydra Hammer, Mixer(with Skip), Mixer(2 Small with or withour Skip), Power Buggies, Power Grinders, Concrete Breaker, Ridge Cutter 22.11 Vibrator(1 to 5) 21.905 Oiler, Root Cutter, Stump Chipper, Oiler, Track Tamper(2 Engineers,Each), Deck Hand 21.80 Generator(Small) 21.7979 5 Bending Machine, Pump, Centrifugal(up to 3 inches), Trench Machine(hand) 21.76 Tractor,Caterpillar or Wheel 21.585 PARTHNFIRS See ( D, 0 ) on OVERTIME PAGE attached. See ( 5,6,7,11,12 ) on HOLIDAY PAGE attached. ALLOWABLE A • Apprentice(s) to Journeymen (1-1)(2-6) Applrentice Rate is $17.945 plus full benefits for 36 Month term. SUPPLEMENTAL BENEFITS:(per hour worked) Benefits- Health/Welfare, Pension, Supplemental Unemployment and Apprentice Training, Annuity and Legal. $15.04•Note *Note: $ 4.00 of this amount paid at premium rate for overtime hours. Listed supplements apply to _L classifications ( x )Yes ( )No. 4-138h PREVAILING RATE SCHEDULE ( )Sae NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor 9207087 Public Mork - 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 29 MARINE CONSTRUCTION WAGES(per hour) 10/01/91- 9/30/92 Hydraulic Dredge: Class A: Leverman 18.91 Engineer, Derrick Op. 18.03 Chief mate on Dredge 17.77 Class C: Maint. Eng. 17.23 Mats 16.14 Boat Captain 16.74 Class D: - Dockhand 14.31 Fireman, Oiler 14.85 Shoreman 14.31 ------------------------- Tug Boats: Class A: Tug Master 17.50 Tug Chief Engineer 17.06 Class C: Tug Captain 15.64 Tug Engineer 16.74 Class D: Tug Dockhand 14.49 ------ ------------------- Dipper and Clamshell Dredges: Class A: Operator 19.24 Engineer 18.41 Class C: Maint.Enginoor - 17.77 Mate 16.1 Boat Master, Welder 17.551 Boat Captain 16.74 Class D: Oiler 14.85 Dockhand 14.49 Sse ( B. E, P S ) on OVERTIME PAGE attached. See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. The following SUPPEMENTAL BENEFITS apply to all to ALL classifications of the above HYDRAULIC, DIPPER, CLAMSHELL DREDGES and TUG BOATS. SUPPLEMENTAL BENEFITS:(per hour worked.) Benefits- Health/Welfare, Pension and Vacation. All Class A : 4.35 plus 8% of wage All Class C : 4.06 plus Bx or wage All Class D ! 3.81 plus 6% of 4-25a wage PREVAILING RATE SCHEDULE ( )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 9207087 10a-7/01/92 thru 6/30/9 Published -06/29/92 SUFFOLK COUNTY Page 30 MARINE--CONSTRUCTION(cont) WAGES(per hour) 10/01/91- 9/30/92 Drill Boat: Class A: Engineer 19.80 Blaster 20.01 Driller 19.81 Class C: Welder/Machinist 19.81 Class D: Oiler/Helper 18.39 A • See ( B, E. P, S ) on OVERTIME PAGE attached. See ( 5, 6, 10, 15 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS: (per hour worked) Benefits- Health/Welfare, Pension, Supplemental Unemployment and Annuity. Class A $ 4.31 plus 8% of wage Class C $ 4.06 plus 8% of wage Class D $ 3.81 plus 8% of wage Listed supplements apply to ALL classifications ( x )Yes ( )No. 4-25/3 OCCUPATIONS APPLICABLE TO BUILDING and HEAVY/HIGHWAY SCHEDULES I STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 TWO or MORE WILLFUL DETERMINATIONS 06/12/92 Page 1 List of Employers Ineligible To Bid On or Be Awarded Any Public Work Under Article 8 of the Labor Law, if within any six year period two final determinations are rendered against an employer finding that they have wilfully violated the prevailing wage law, they are debarred, that is, they are ineligible to submit a . bid on, be awarded, or participate as a contractor or subcontractor on any public work contract let by the State, any municipal corporation, or public body for a period of five years from the date of deba},ment. Below is a list of the employers who have been debarred. CONTRACTOR Number Oat e Date of of 1st of Last Fiscal Officer Barred Until Determ's Wilful Wilful (see Note:) Associated Safety Lighting,Inc. ( 2 ) 11/25/86 10/05/87 DOL 10/05/92 2788 Mohawk Street, Sauquoit, N.Y. Esquire Wire & Fence Co.,Inc. ( 3 ) 06/27/84 4/15/88 DOL 4/15/93 1033 Route 1, Avenel, N.J.07001 J & B Bilac Contractors,Inc. ( 2 ) 10/30/87 10/30/87 NYC 10/30/92 L & M Company, A Oiv.of Nieto Roofing Contractors,Inc. ( 3 ) 05/05/87 09/13/89 DOL 9/13/94 501 Willett Ave—Port Chester,NY 10573 J. L. Bailey, d/b/a Castile Hardware a/k/a Castile Hardware, Plumb. & Hgt. ( 2 ) 05/07/87 05/16/89 DOL 5/16/94 1 East Park Road, Castile, NY 14427 Premier Restoration & Supply Company, Inc. a/k/a Premier Restoration & Supply, Inc. and ( 2 ) 09/17/86 04/13/89 DOL 4/13/94 178 Front Ave., West Haven, Conn. 06516 Great South Beach Marine Construction, a/k/a Great South Beach Marine Construction, Inc. ( 2 ) 01/27/88 06/15/89 DOL 6/15/94 70 Browns River Road, Sayville, New York 11782 fl i STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 TWO or MORE WILLFUL DETERMINATIONS 06/12/92 Page 2 (Continued) Mid-States Industries, Ltd. ( 2 ) 03/03/87 06/22/89 DOL 6/22/94 P 0 Box 4228 1105 Catalyn St., Schenectady, New York 12303 TAP Electrical Contracting Service, Inc. ( 2 ) 01/21/86 11/08/89 DOL 11/09/94 926 Lincoln Ave., Holbrook, New York 11741 Dickson Painting, Inc. ( 2 ) 09/10/86 03/13/90 DOL 3/13/95 326 Maple Street, Endicott, New York 13760 Silver Springs Construction Corp. ( 2 ) 11/15/88 02/23/90 DOL 2/23/95 Box 204, Bald Mountain Rd.; Troy, New York 12180 Interior Systems Co. Inc. ( 2 ) 08/24/84 03/19/90 DOL 3/19/95 3020 Cross Road; Johnson City, New York 13790 Hollywood Commercial Renewals,Inc. a/k/a Hollywood Commercial Renewals of Nassau,Inc. ( 2 ) 12/16/88 10/26/90 DOL 10/26/95 359 Duffy Avenue, Hicksville, New York 11801 Stride Construction Company and Christopher Risdale & David Strano (Individually) ( 2 ) 4/06/87 11/15/90 DOL 11/15/95 78 Otis Street, Rochester, New York T. J. Marks & Sons Inc. ( 2 ) 7/01/87 10/19/90 DOL 10/19/95 PO Box 145, Guilford, New York 13780 Montour Metals,Inc. 116 North Catherine St., Montour Falls,New York ( 2 ) 09/28/90 09/24/91 DOL 09/24/96 Sloan Steel Erectors & Equip.Rental,Inc. ( 2 ) 10/18/89 02/19/92 DOL 02/19/97 1560 Harlem Road, Buffalo, NY 14206 Note:' '• Date was computed by adding 265 days during which a stay was effective to the 5 year debarred period. 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 determinations. Any questions regarding these listings should be addressed directly to the Comptroller. The Bureau of Public Work of the New York State Department of Labor will respond with regard to listings where the Fiscal Officer is listed as 'DOL'. docm:debarred fl TATE OF NEW YORK DEPARTMENT OF LABOR A BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 REQUEST FOR WAGE AND SUPPLEMENT INFORMATION AS REQUIRED BY ARTICLE 8 OF THE LABOR LAW Submit this form for new schedules or for determination for additional occupations. Provide all information Requested Below UBMITTED BY: ❑CONTRACTING AGENCYDATE (CHECK ONE) ❑ARCHITECT OR ENGINEERING FIRM i1. PUBLIC WORK CONTRACT TO BE LET BY: (Enter Data Pertaining to Contracting Agency) 1. Name and complete address(number, street, city or town, zip code) 2. ❑ N.Y. State Units ❑ 07 City ❑ 01 DOT ❑ 08 Local School Dist. ❑ 02 OGS ❑ 09 Special Local Dist. C-103 DORMITORY AUTHORITY ❑ 10 Incorp. Village ❑ 04 STATE UNIVERSITY ❑ 11 Town CONSTRUCTION FUND ❑ 12 County ❑ 05 MENTAL HYGIENE ❑ 13 Other Non-N.Y. FACILITIES CORP. State (Describe) ❑ 06 OTHER N.Y. STATE UNIT B. ARCHITECT OR ENGINEERING FIRM i (NAME. ADDRESS, AND TELEPHONE NUMBER iJ C. SERVICE REQUIRED (Check appropriate box, and provide project information) ❑ New Schedule of Wages and Supplements (complete items 1 and 2 only). 1. APPROXIMATE BID DATE 2. ESTIMATED COST OF PROJECT ❑ Additional Occupation and/or Redetermination (complete item 3 only) OFFICE USE ONLY 3. PRC NUMBER ISSUED PREVIOUSLY FOR THIS PROJECT D. REPLY SHOULD BE DIRECTED TO: (Name, title, mailing address and TELEPHONE NO.) �. PROJECT PARTICULARS (Check appropriate boxes in E1 and E2 and complete E3 and E4) 1. Nature of Project 2. PRIME Contracts to be Let ❑ 1. New Building ❑ General Construction ❑ Plumbing ❑ 2. Addition to Existing Structure ❑ Heating and Ventilation ❑ Electrical ❑ 3. Heavy and Highway Construction (New and Repair) ❑ Other ❑ 4. New Sewer or Waterline ❑ 5. Other New Construction (Explain) NO CONTRACT ❑ 6. Other Reconstruction, Maintenance, Repair or Alteration ❑ Work to be done by direct Employees ❑ 7. Demolition 3. Project TITLE and/or description of work to be performed 4. Location of Project (include contract identification number, if applicable) Route No./Street Address Village or City Town County F. OCCUPATIONS FOR PROJECT ❑ Construction (Building, Heavy/Highway/Sewer/Water ❑ Tunneling 1 ❑ Residential G. Name and Title of Requester Localitv Designations OFFICE USE ONLY Signature PW - 39 (10-e4) SEE OTHER SIDE FOR LAWS RELATING TO PUBLIC WORK CONTRACTS ' SECTION 30 AWARD AND EXECUTION OF CONTRACT 30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened and read, they will be compared on the basis of the summation of the products obtained by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a bidder's proposal contains a discrepancy between unit bid prices written in words and unit bid prices written in numbers, the unit price written in words shall govern. Until the award of a Contract is made, the Owner reserves the right to reject a bidder's proposal for any of the following reasons: A. If the proposal is irregular as specified in the subsection titled IRREGULAR PROPOSALS OF Section 20. B. If the bidder is disqualified for any of the reasons specified in the subsection titled DISQUALIFICATION OF BIDDERS of Section 20. In addition, until the award of a Contract is made, the Owner reserves the right to reject any or all proposals, to award only the Base Bid, to award only an Alternate Bid (if any), or to award either the Base Bid or the Alternate Bid plus any or all Add -On Bids (if any); waive technicalities, if such waiver is in the best interest of the Owner and is in conformance with applicable State and local laws or regulations pertaining to the letting of construction contracts; advertise for new proposals; or proceed with the work otherwise. All such actions shall promote the Owner's best interests. 30-02 AWARD OF CONTRACT. The award of a Contract, if it is to be awarded, shall be made within forty-five (45) calendar days of the date specified for publicly opening proposals, unless otherwise specified herein. Award of the Contract shall be made by the Owner to the lowest, qualified bidder whose proposal conforms to the cited requirements of the Owner. Where alternates or add-on items are included in the bid, the lowest qualified bidder will be determined by comparison of the base bid, alternate bid or combination of base or alternate bid plus add-on items to be actually awarded by the Owner. Prior to notification of award of contract (or intent to award, whichever comes first), the successful bidder shall submit to the Engineer, in writing, the following: 1. For each of the foregoing lump sum items: Provide a schedule of values for major products, assemblies or operations, indicating separate amounts for (a) purchased materials, (b) labor, and (c) construction equipment, which total to the lump sum price bid for each item. 2. For each of the foregoing unit price items: Provide a schedule of values for the portion of the unit price allocated to (a) purchased materials, (b) labor, and (c) construction equipment which total to. the unit price bid for each item. The breakdowns will be reviewed by the Engineer and additional detail, or justification for any cost distribution which appears unreasonable, shall be provided by the successful bidder, if required. The breakdowns of lump sum items shall serve as a basis for computing progress payments during construction for installed portions of lump sum items and to assist the Engineer in determining if change order costs are reasonable. 1 11/92 GP 30-1 The breakdowns of unit price items will not be used in computing progress payments, but will be used to assist the Engineer in determining if change order costs are reasonable. 30-03 CANCELLATION OF AWARD. The Owner reserves the right to cancel the award without liability to the biddejr, except return of proposal guaranty, at any time before a Contract has been fully executed by all parties and is approved by the Owner in accordance with the subsection titled APPROVAL OF CONTRACT of this section. 30-04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those of the three (3) lowest bidders, will be returned after the Owner has made a comparison of bids as hereinbefore specified in the subsection titled CONSIDERATION OF PROPOSALS of this section. Proposal guaranties of the three (3) lowest bidders will be retained by the Owner until such time as an award is made, at which time, the unsuccessful bidder's proposal guaranty will be returned. The successful bidder's proposal guaranty will be returned as soon as the Owner receives the Contract bonds as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section. 30-05 REQUIREMENTS OF CONTRACT BONDS. At the time the successful bidder signs the; Contract, the successful bidder shall furnish the Owner, in triplicate, a surety bond guaranteeing the performance of the work and a surety bond guaranteeing the payment of all legal debts that may be incurred by reason of the Contractor's performance of the work. Each bond shall be fully executed by the bidder and his Surety, and shall be in a sum equal to one hundred percent (100%) of the amount of the Contract awarded. The Surety and the form of the bonds shall be acceptable to the Owner. The executed bonds shall be submitted to the Owner within fifteen (15) calendar days after the date the Contract is mailed or otherwise delivered to the successful bidder. The date stated in 'the bonds shall be the date first written in the Agreement. 30-06 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the necessaryAgreements for entering into the Contract and return such signed Contract to the Owner, along with the fully executed surety bond or bonds specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this section, within fifteen (15) calendar days from the date mailed or otherwise delivered to the successful bidder. If the Contract is mailed, special handling is recommended. 30-07 APPROVAL OF CONTRACT. Upon receipt of the Contract and Contract bond or bonds that have been executed'by the successful bidder, the Owner shall complete the execution of the Contract in accordance with local laws or ordinances, and return the fully executed Contract to the Contractor. Delivery of the: fully executed Contract to the Contractor shall constitute the Owner's approval to be bound by the successful bidder's proposal and the terms of the Contract. 30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to execute the; Contract and furnish an acceptable surety bond or bonds within the fifteen (15) calendar day period specified in the Subsection 30-06 EXECUTION OF CONTRACT shall be just cause for cancellation of the award and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages to the Owner. 30-09 COMMENCEMENT AND COMPLETION. The bidders are hereby notified that the time. of completion is of the essence and, to that end, the Owner has determined that the completion dates as stated below and in the Contract and Specifications include adequate time for completing the work under this Contract. If the bidders consider that the time to complete the work is inadequate, they should not submit bids„ The work of this Contract shall commence on the date stated in the written Notice to Proceed. The time, of Total Completion for the Base Bid is 40 working days and for Alternate No. 1 is 50 working days and means that all of the work of the Contract is complete and in operating order. 11/92 GP 30-2 1 1 1 1 1 1 i 1 1 i The bidder's attention is directed to the liquidated damage provisions of Item 80-08, FAILURE TO COMPLETE ON TDAE. 30-10 POWER OF ATTORNEY. Attorneys who sign Contract Bonds and Payment Bonds must file with the bond a certified copy of their power of attorney to sign said bonds. 30-11 CONTRACT DRAWINGS FURNISHED TO CONTRACTORS. Each Prime Contractor will be furnished, free of charge, three (3) sets of full-size Contract Drawings. Any additional full-size sets or random sheets will be furnished by the Engineer at a cost to the Contractor of seventy-five cents ($0.75) per sheet. In addition, each Prime Contractor will be furnished, free of charge (only within the limits of availability), as many unexecuted Contract Documents Books and, where Contract Drawings have been reduced in size, as many sets of the reduced drawings as may be necessary for the prosecution of each Contract. END OF SECTION 11/92 GP 30-3 BID FOR ALL WORK INCLUDED IN THE CONSTRUCTION OF THE RUNWAY 7-25 & 12-30 OVERLAY PROJECT AT THE ELIZABETH FIELD AIRPORT FISHERS ISLAND, NEW YORK TO: Town Board Town of Southold Town Hall 53095 Main Road, P.O. Box 1179 Southold, New York 11971 The undersigned, as bidder, hereby declares that he has examined the site of the work and informed himself fully in regard to all conditions pertaining to the place where the work is to be done; that he has examined the Plans and Specifications for the work and Contractual Documents relative thereto and has read all Special Provisions ' furnished prior to the opening of bids; that he has satisfied himself relative to the work to be performed. The bidder proposes and agrees, if this Proposal is accepted, to contract in the form of contract specified with the Town of Southold, to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary to complete the construction of the Runway 7-25 & 12-30 Overlay Contract in full and complete accordance with the shown, noted, described and reasonably intended requirements of the Plans, Specifications and Contract Documents, to the full and entire satisfaction of the above said Town of Southold, with a definite understanding that no money will be allowed for extra work except as set forth in the attached General Conditions and Contract Documents, for the unit prices listed opposite each item. It is agreed that the description under each item, being briefly stated, implies, although it does not mention, all incidentals and that the prices stated are intended to cover all such work, materials and incidentals as constitute bidder's obligations as described in the Specifications and any details not specifically mentioned, but evidently included in the Contract shall be compensated for in the item which most logically includes it. 1 11/92 BID -1A r m m m m m m� '� i m m w w m r m r m ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY BASE BID UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 1 P-152 COMMON EXCAVATION 1 LS FOR T //'T%1.� ✓�`/(1LtS �I Nrp c� �9�" f� iSS,moo -- PER LS LUMP SUM $ 4 - 2 P-153 COLD MILLING EXISTING PAVEMENT -10259- SY 14-750 (ADP. 1) FOR &,'o 0,24eAKS Wyo Aly eZAI , PER SY $ .� . =� $ 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 5000 SY FOR Ao WiUo TIFTY `5'Alr'- PER SY $ Z $ 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS FORM�v� 9S, oa v -- ��' /U® C��•vi'S PER LS LUMP SUM $ 9�5_Ooo , va r m m= m r m r m r m m w r r m m w i ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY BASE BID UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 4950 TON FOR ��nlTS PER TON $ S .00 $ 3z/7Sza , c10 6 P-409 TRUE AND LEVEL COURSE 3595 TON FOR rY Tvc 2�,,Aey / ti0 /�a C��T✓ PER TON $ 6 . oo $ 03gZZ:5_. a� 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 275 SY / f/ FOR �✓/V& &IOVD10E0 'All .olle.r J � /CIc� C "�•�/T.f PER SY $ /OD d© $ �7SZ�p ©c7 8 P-503 JOINT RESEALING (PCC) 6900 LF FOR 0ZaL,_, Ae�9•c�o T <-:7TY <. ` t6�7 X PER LF $ /0:9 m r m= r= m r m m r m m m m m w m m ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY BASE BID UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 9 P-503 CRACK SEALING 2205 LF FOR / !!O ��L��9C /��ilrJ �✓� �O?.f PER LF $ .00 $ 110ZS .da 10 P-603 BITUMINOUS TACK COAT 2660 GAL �} FOR Tza[�.� 1JM4 4,ey PER GAL $ $ 'zo . a� 11 P-612 FIELD OFFICE 1 LS � 31,61,4/9AOYFOR / /(/ /i�/OGcS•4� )Vy/0 30pp LUMP SUM $ .00 '/O �FiyTS PER LS 12 P-620 RUNWAY & TAXIWAY PAINTING 32930 SF FOR IVO d&6,V12,Y PER SF 510' m = = = m m m m m r = m m m m = m m m ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY BASE BID UNIT PRICE SCHEDULE FAA PRICE IN FIGURES $ UNIT PRICE TOTAL AMOUNT $ ITEM NO. SPEC NO. ITEM DESCRIPTION AND UNIT PRICE IN WORDS 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 14975 SY FOR ewc- IcGL/�2 4%co /�tiT� /L�_ ���✓% S PER SY $ 14 T-906 BEACHGRASS 3400 SY FOR / ! 064zvev If 4,,o Th/ ��,yr r' PER SY $ 's- . $ 1,73¢ . 15 D-710 STABILIZATION FABRIC 3675 SF FOR PER SF $ Z . 00 $ %3S -O . o0 16 D-712 RIP -RAP BERM 280 LF FOR IAAA2rY� / 4"V� PER LF $ m m m m m m= m= i = m m m m m m m ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY BASE BID UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ CABLE TRENCHING FOR THE INSTALLATION OF 17 L-108 UNDERGROUND CABLE 790 LF , FOR PER LF $ $ lid da NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR 18 L-108 UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3465 LF FOR /f�C �aLLA�2J.vO IVO�vTS PER LF $ NO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR 19 L-108 UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF FOR ✓ %ice /yo PER LF $ '� . 007 $ NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE 20 L-108 INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF FOR 14we tzy s wnro /f ` o PER LF $ m= m= m m= r= r= m= m r m= ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY BASE BID UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF FORS=T�i� PER LF GUIDANCE SIGN, 4 CHARACTERS, BASE 22 L-125 MOUNTED, IN PLACE 4 EACH aa4e-.r FOR ✓ tel' ;W. 440 AV o IUGR CeA/'rf PER EACH $ V1f 00 . Ob $Z4,000 o a MODIFICATION OF EXISTING RUNWAY THRESHOLD 23 L-125 LIGHTS 8 EACH r �1 FOR �/ `i�UNO L�t�OLG ��V AV r/ PER EACH $ 600 .Op $ 4goo o0 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS �- FOR a+�Ty� C-tyG- U�Ss�•�/a �6GL�% -S /•l�,C� av S SOC�ta '-- LUMP SUM $ !� &-fe-1/7::S- PER LS m= m== r m m m m= i= m m m m= m ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY BASE BID UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS FOR �iil l�i�vrVpi2� ej �/�lii�.J,i%D.qu0 ��GZ'-S oc> PER LS LUMP SUM 26 M-200 MOBILIZATION 1 LS FOR LUMP SUM $l>aa acs ;�NTJ PER LS M M i M M M M M M M M M M M M M M M r ELIZABETH FIELD AIRPORT—FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY The successful bidder shall submit, in writing, a schedule of values in accordance with the subsection titled AWARD OF CONTRACT in Section 30. TOTAL PRICE IN WORDS TOTAL PRICE IN FIGURES TOTAL CONTRACT $ / 1,54- 34Q. %��Q �Js�.cJaO �/G /� j /��.r✓.c�2c 02Ti �LGf%�'d' ti� ti �€ � i✓T S The successful bidder shall submit, in writing, a schedule of values in accordance with the subsection titled AWARD OF CONTRACT in Section 30. m = i m m = = = = = = = m m ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY ALTERNATE NO. 1 UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 1 P-152 COMMON EXCAVATION 1 LS FOR ZIi I Y D4.e_4t?V 1054tiC> /yo 4�71v/Z' PER LS LUMP SUM $ SSa d o ca t, 2 P-153 COLD MILLING EXISTING PAVEMENT 4-3.9-9- SY 17. Soo (4t1p. * FOR 7Zo Z441�_o A./7- V PER SY $ Z $ 3,5­dUa do 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 7000 SY /zvo FOR OGG9�U yD Tis=% l' t ��iT.f PER SY $ Z o $ /%SOU o a 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS FOR /tiGi, oY It (�� '05 �'o 6 SOGU '—'C;" LUMP SUM $ PER LS mws ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY ALTERNATE NO. 1 UNIT PRICE SCHEDULE FAA PRICE IN FIGURES ITEM SPEC ITEM DESCRIPTION UNIT PRICE TOTAL AMOUNT NO. NO. AND UNIT PRICE IN WORDS $ $ 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 7060 TON FOR �.iCTYGL�2v i �i(1 /I/Z��v7 t/ PER TON $ 6 P-409 TRUE AND LEVEL COURSE -6129 TON S't9 0 : gDa*l. FOR ///, Y. A/® ec-Alrr PER TON $ S" . OCA 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 285 SY FOR 14,NO2&o Z)6e,4,4,0-x Al o &C cllVrt PER SY $ /00 8 P-503 JOINT RESEALING (PCC) 10350 LF FOR �y 6VE 20be 2x7l;w- C %J PER LF $ . ,SCS ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY ALTERNATE NO. 1 UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 9 P-503 CRACK SEALING 2205 LF FOR :2)wz_4.ej -o PER LF $ , oo $ I/®2s- , da 10 P-603 BITUMINOUS TACK COAT 3785 GAL FORE=��9�V PER GAL $ $ 11 P-612 FIELD OFFICE 1 LS FOR /f/,6 �/YO(fZlf�.v� �O GLfilly c� o -- LUMP SUM $ So d� Qo ,y� ,� / / 40 /yGy ��✓T�( PER LS 12 P-620 RUNWAY & TAXIWAY PAINTING 32930 SF FOR / 1!O _0614,400's �•(/t� -�`_ �� UuyTy �. 7S" $�s<� $ 7 ..S'o �lliE C'�•�/TS`. PER SF m = = i m = m ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY ALTERNATE NO. 1 UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE $ TOTAL AMOUNT $ ITEM NO. SPEC NO. ITEM DESCRIPTION AND UNIT PRICE IN WORDS 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 24780 SY FOR �� �1?LC f%e 4i/0 �G�1F v7 PER SY $ % $ 91-97C,o 14 T-906 BEACHGRASS 3400 SY FOR � GGff,�� �.vc� /Ev PER SY 15 D-710 STABILIZATION FABRIC 3675 SF FOR �C� �OLGA2y•(/✓� �VyE�✓ J PER SF $ Z , oa $ 7350 oa 16 D-712 RIP -RAP BERM 280 LF f FOR /1-illel-/ ! /616 ...Q llle2l /,&4_2 A/6 e&v" PER LF $ ' S o es $ 98 d0 da ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY ALTERNATE NO. 1 UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ CABLE TRENCHING FOR THE INSTALLATION OF 17 L-108 UNDERGROUND CABLE 790 LF ��pp�� FOR /fi' � GLf1�,P AyzD No �F�✓%S PER LF $ $ NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR 18 L-108 UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3465 LF �/- FOR �LL��S /�i�� /�d G ��I ✓-Ti PER LF NO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR 19 L-108 UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF FOR PER LF $ . GC7 $ /zso NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE 20 L-108 INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF . -- --FOR �%/��C .Jf}L(�l�S / Nth /VG eE.v7-S FOR PER LF $ .©O $ Z3 as ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY ALTERNATE NO. 1 UNIT PRICE SCHEDULE Fpm PRICE IN FIGURES UNIT PRICE $ TOTAL AMOUNT $ ITEM NO. SPEC NO. ITEM DESCRIPTION AND UNIT PRICE IN WORDS 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF"� / FOR 7 /rT 2�&i e s 4,o /lo :. Lyr_s PER LF $ GUIDANCE SIGN, 4 CHARACTERS, BASE 22 L-125 MOUNTED, IN PLACE 4 EACH , FOR ✓ /, / //o iyTs PER EACH $ $ '900 .4 0 MODIFICATION OF EXISTING RUNWAY THRESHOLD 23 L-125 LIGHTS 16 EACH FOR/X /`-�U�t/pd2 0 '� al9i2.!' Xu /Illi eLvT.S PER EACH $ 440 , av $ I64a �o 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS �,�,''' FOR ' 1 7 Z Ofl�/}•y0 �O444A9d /�.yC� cs c� 5576 as LUMP SUM A/0 eC,1,j7S- PER LS _. . M M M M M M M mm M M M M M M ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY ALTERNATE NO. 1 UNIT PRICE SCHEDULE FAA PRICE IN FIGURES UNIT PRICE TOTAL AMOUNT ITEM SPEC ITEM DESCRIPTION NO. NO. AND UNIT PRICE IN WORDS $ $ 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS FOR .�i�c�J /%OttSr��� �/(�� /�'r�/C��O �/r 113. 1J Ute o u LUMP SUM PER LS 26 M-200 MOBILIZATION 1 LS FORS,% LUMP SUM $ OOH . ��d/TS PER LS iI ., .ui..ai�.L�a_I..I..1.i�iI i...1..,�i_..i.1.1..i�J[,11.11.��i1,I�J.,1.2 ..L�.I1_II�.It...`.111 L1i.L�.11.11.- 11 j.I LjIII..I_.I..�I_ii�I II �...1..�u,a,Ii..qi.11.1.ii,u..1i.1..i.._i.�V_���.��II.. Ii_�..I .iW.iI...I i>..i,Ik�I l......I . M M M M M r M M M M M r M M M M M M M ELIZABETH FIELD AIRPORT -FISHERS ISLAND R/W 7-25 & 12-30 OVERLAY The successful bidder shall submit, in writing, a schedule of values in accordance with the subsection titled AWARD OF CONTRACT in Section 30. TOTAL PRICE IN WORDS TOTAL PRICE IN FIGURES TOTAL CONTRACT�Q(�C(� k/ /&,6v7y /V/,v� $-r� �� �¢3 . /c7 ���-�� if /S/��J / fin/ (. ��✓TJ The successful bidder shall submit, in writing, a schedule of values in accordance with the subsection titled AWARD OF CONTRACT in Section 30. IThis bid is based upon prevailing wages in Suffolk County, New York and in no case are wages considered less than those predetermined by the State and Federal Departments of Labor, schedules of which are contained in the Specifications. The quantities for bid items listed on the proposal sheet are estimated quantities only for the purpose of ' comparing bids. Any difference between these estimated quantities and actual quantities required for construction shall not be taken as a basis for claims by the Contractor for extra compensation. Compensation will be based upon the unit prices and actual construction quantities. ' Upon receipt of written notice of the acceptance of this bid, bidder will execute the formal Contract attached within 15 days and deliver a Surety Bond or Bonds as required by Section 30-05 of the General Provisions. The bidder further proposes and agrees hereby to commence construction with an adequate work force, plant and ' equipment on the date stated in the written notice to proceed and will progress therewith to its completion within the time stated in 30-09 Commencement and Completion and in accordance with this Contract and Specification. The bid bond or certified check in the amount of five percent (5%) of this bid shall become the property of the Owner in the event the Contract and bond are not executed within the time above set forth, as liquidated damages for the delay and additional expense to the Owner caused thereby. Attached her to is certified check on the Bank of '—� or a bid bond for the sum of�� oDollars $ •l made payable to the Town of Southold. ( $�o or,�v,vi P Y SIGNATURE: 1 IN WITNESS WHEREOF, the parties to these present have hereunto set their hands and seals the day and year first above written: The Contractor by such duly authorized officers or individuals as may be required by law. I(SEAL) 1 au�C� o,.c ✓ ,q rc� inr e M471 CTlid BY: 57�v�iv G.q�.eirY TITLE: G'/G`G �J/vim✓ NOTE: If Contractor is a corporation, Secretary should attest. 1 11/92 BID -2 NON -COLLUSIVE BIDDING CERTIFICATE The Signer of this Bid declares: ' A. That he has carefully examined the annexed form of the Agreement and Contract Documents. ' B. Pursuant to Section 103-d of the General Municipal Law, by submission of this Bid, each Bidder and each person signing on behalf of any Bidder certifies, and in the case of a joint Bid each party thereto certifies as to its own organization, under penalty of perjury; that to the best of knowledge and belief - 1. . elief-1.. 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; r2. Unless otherwise required by law, the prices which have been quoted in this Bid have not been knowingly disclosed by the Bidder, and will not knowingly be disclosed by the Bidder prior to opening, ' directly or indirectly, to any other Bidder or to any competitor; and 3. No attempt has been made or will be made by the Bidder to induce any other person, partnership or corporation to submit or not to submit a Bid for the purpose of restricting competition. I hereby affirm under the penalties of perjury that the foregoing statement is true. Affix Seal BIDDER: � " ca/S � C�y/�� /i(fC if Principal ' is Corporation BY: /� 5TCc CN P4 e_ -1r),' TITLE: l✓!�E� ��� N j— ' STATE OF NEW YORK) SS. COUNTY OF ✓v�FocK) On the /0 day of �u4 �`-W, 19 23, before me personally came ��'4 G�� f��� I & Name of Bidder S Jr V" (S.4,eQ rr (each person signing on behalf of Bidder) to me known, who, beim by 'me duly sworn, did swear and affirm that he resides at ' P/GL x0b t oJ1,ws F ue_y �j, ; that he is the />'/ems AtiC-#OCC_r of the Bidder herein and signs the foregoing Non -Collusive Certification on behalf of such Bidder; that he executed the ' foregoing Non -Collusive Certification; and that, to the best of his knowledge and belief, th statement made in the foregoing Non- Collusive Certification is true. NOTARY PUBLIC MY COMMISSION EXPIRES; {I_j ' 11/92 BID -3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 THIS FORM SHALL BE COMPLETED BY ALL BIDDERS AND SHALL ACCOMPANY ALL PROPOSALS. The Bidder (Proposer) shall complete the following statement by checking the appropriate boxes. The Bidder (Proposer) hashas not _ participated in a previous Contract subject to the Equal Opportunity clause prescribed by Executive Order 10925, or Executive Order 11114 or Executive Order 11246. The Bidder (Proposer) has J�/has not submitted all compliance reports in connection with any such Contract due under the applicable filing requirements; and that representations indicating submission of required compliance reports signed by proposed Subcontractors will be obtained prior to award of Subcontracts. If the Bidder (Proposer) has participated in a previous Contract subject to the Equal Opportunity clause and has not submitted compliance reports due under applicable filing requirements, the Bidder (Proposer) shall submit a compliance report on Standard Form 100, "Employee Information Report EEO -1" prior to the award of Contract. Standard Form 100 is normally furnished employees annually, based on a mailing list currently maintained by the Joint Reporting Committee. In the event a Contractor has not received the form, he may obtain it by writing to the following address: Joint Reporting Committee Post Office Box 2236 Norfolk, Virginia 20501 11/92 BID -4 CERTIFICATION OF BIDDER REGARDING EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION CONTRACTS EXCEEDING $10,000 r BIDDER'S NAME: .6661066_01S ADDRESS: /& V / VO 1�11/c: " O4.D 1/VS t3y.e. Y � 66?�69 TELEPHONE NO.: 003 - 65-8. 0449 Fax No. Oo3 - 6-6-77 INTERNAL REVENUE SERVICE EMPLOYER IDENTIFICATION NUMBER: 06 " 04:�Z 0 333 NON -SEGREGATED FACILITIES NOTICE TO PROSPECTIVE FEDERALLY -ASSISTED CONSTRUCTION CONTRACTORS: 1. A Certification of Non -Segregated Facilities must be submitted prior to the award of a Federally -assisted construction contract exceeding $10,000.00 which is not exempt from the provisions of the Equal Opportunity clause. 2. Contractors receiving Federally -assisted construction contract awards exceeding $10,000.00 which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of the notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000.00 and are not exempt from the provisions of the Equal Opportunity clause. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR CERTIFICATION ON NON- SEGREGATED FACILITIES: 1. A Certification of Non -Segregated Facilities must be submitted prior to the award of a subcontract exceeding $10,000.00 which is not exempt from the provisions of the Equal Opportunity clause. 2. Contractors receiving subcontract awards exceeding $10,000.00 which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of this notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000.00 and are not exempt from the provisions of the Equal Opportunity clause. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. CERTIFICATION OF NON -SEGREGATED FACILITIES: The Federally -assisted construction contractor certifies that it does not maintain or provide for its employees any segregated facilities at any of its establishments and that it does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The Federally -assisted construction contractor certifies that it will not maintain or provide, for its employees, segregated facilities at any of its establishments and that it will not permit its employees to perform services at any location, under its control, where segregated facilities are maintained. The Federally -assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this 11/92 BID -5 certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms and washrooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, sex or national origin, because of habit, local custom, or any other reason. The Federally -assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000.00 which are not exempt from the provisions of the Equal Opportunity clause and that he will retain such certifications in his files. Certification: The information above is true and complete to the best of my knowledge and belief. (Name and Title of Signer SIGNATURE: 2u DATE:y NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. 11/92 BID -6 A STATEMENT OF SURETY'S INTENT We Have Reviewed The Bid of j��,�; j l� i� t ���IC��L I yl C G lay I' j ec( G Contractor) of (�.a�CE i i Y`RSiS v C (Address) foru(wLk� 1-)� + roject) ti�5a7oT itjc+ �; CW(3..c Bids for Which Will be Received On: C1� � L �, �- i k"Ax � cl �1 and wish to advise that should this Bid of the Contractor be accepted and the Contract awarded to him, it is our present intention to become surety on the performance bond and labor and material bond required by the Contract. Any arrangement for the bonds required by the Contract is a matter between the Contractor and ourselves and we assure no liability to you or third parties if for any reason we do not execute the requisite bonds. We are duly authorized to do business in the State of New York. ATTEST: Attach Power of Attorney (Corporate seal, if any. If no seal, write "No Seal" across this place and sign.) 11/92 (This Form Must Be Complete Prior To The Submission Of The Bid) BID -7 M 244`►82 UNITED STATES FIDELITY AND GUARANTY COMPANY POWER OF ATTORNEY NO. 106361 KNOW ALL MEN BY THESE PRESENTS: That UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint K.L. Gustafson and Paul A. Melvin of the City of Bloomfield , State of Connecticut its true and lawful Attomey(s)- in- Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons; guaranteeing the performance of contracts; and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its Senior Vice President and Assistant Secretary, this 8th day of January , A.D. 19 9 3. trMy UNITED STATES FIDELITY AND GUARANTY COMPANY � nral�111FY (Signed) By...�.. � 1898 .. .... ...................... / V Senior Vice President - (Signed) By...............:......+............. Assistant Secretary STATE OF MARYLAND) Q SS: } BALTIMORE CITY ) Onthis 8th dayof January .Dr['993 ,beforemepe o c Robert J. Lamendola Senior Vice President ofthe UNITED STATES FIDELITY ARANTY COMPA Paul D . s Assistant Secretary of said Company, with both of whom I am acquainted, who bejngjie severally duly swo� they, the said Robert J. Lamendola and Pall 1mS . �4J1 were respective t7Ct or Vice President and the Assistant Secretary of the said UNITED STATES FIDELITY NTY C04ANY t ration described in a � executed the foregoing Power of Attorney; that they each knew the seal of said corporation; that t seal affixed to said P((°°N� Attomey was such c at, that it was so affixed by order of the Board of Directors of said corporation, and that they signed their names thereto b S Wer as Senior Vice Pre Assistant Secretary, respectively, of the Company. My Commission expires the 11th day in arch �95 � rq�� i (Sign ....Y Y L�'.y'►/ u�;t�- �>oelr� NOTARY PUBLIC This Power of Attorney is granted under and a y of the following Resolutions adopted by the Board of Directors of the UNITED STATES FIDELITY AND GUARANTY COMPANY on Septem I1 1992: RESOLVED, that in connection with the fidelity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attomey(s)-in-Fact pursuant to a Power ofAttorney issued in accordance with these resolutions. Said Power(s) 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 an Executive Vice President. or a Senior Vice 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 foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and, unless subsequently revoked and subject to any limitations set forth therein, 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 validly attached. RESOLVED, that Attomey(s)-in-Fact shall have the power and authority, unless subsequently revoked and, in any case, subject to the terms and limitations of the Power of Attomey issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I, Paul D. Sims , an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY, do hereby certify that the foregoing is a true excerpt from the Resolution of the said Company as adopted by its Board of Directors on September 24, 1992 and that this Resolution is in full force and effect. I, the undersigned Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY di. hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Whereof, I have hereunto set my hand and the seal of t e ITED STATES FIDELIT`f AND GUARANTY COMPANY on this 1 8t1T1ay of August , 19 93 . ........................................... � /L�OYnFD .. s 1898 ! Assistant Secretary �f'1111 AM�� FS 3 (10-92) ADDENDA RECEIPT Receipt of the following Addenda is acknowledged: ADDENDUM NO.: NO. DATED: 44 !/v r ADDENDUM NO.: DATED: ADDENDUM NO.: DATED: (Firm o Corporation Making Bid) 71�7 P, L1, (Signatdre of Authorized Person) /l 5'4.,vo X640 P.O. Address:/�11s13t�ts!!j p6a8 Dated: & The full names and residences of all persons interested in this bid as principals are as follows: /1'l�cu,¢EL C�i4i2�/TY z4 Sigivo �cc .Pago V/�/✓du.CY G� � fXogB �' 57"EvEnc' .4.z.�/n' Bidders must fill out the above complete. 77-1,P WW /�� ,Z c;,S %c r iYt�� E !�7/. e6 11/92 BID -8 BUY AMERICAN CERTIFICATE (JAN 1991) ' By submitting a bid/proposal under this solicitation, except for those items listed by the offeror below or on a separate and clearly identified attachment to this bid/proposal, the offeror certifies that steel and each manufactured product, is produced in the United States (as defined in the clause Buy American - Steel and Manufactured Products or Buy American - Steel and Manufactured Products For Construction Contracts) and that components of unknown origin are considered to have been produced or manufactured outside the United States. ' Offerors may obtain from the Owner, lists of articles, materials, and supplies excepted from this provision. ' PRODUCT COUNTRY OF ORIGIN BUY AMERICAN - STEEL AND MANUFACTURED PRODUCTS FOR CONSTRUCTION CONTRACTS (JAN 1991) (a) The Contractor agrees that only domestic steel and manufactured products will be delivered and used by the Contractor, subcontractors, materialmen, and suppliers in the performance of this contract, as defined in (b) below. (b) The following terms apply to this clause: 1. Steel and Manufactured Products. As used in this clause, steel and manufactured products include (1) those produced in the United States or (2) a manufactured product produced in the United States, if the cost of its components mined, produced or manufactured in the United States exceeds 60 percent of the cost of all its components and final assembly has taken place in the United States. 2. Components. As used in this clause, components means those articles, materials, and supplies incorporated directly into steel and manufactured products. 3. Cost of Components. This means the costs for production of the components, exclusive of final assembly labor costs. BID -9 SUBCONTRACTORS AND SUPPLIERS SUBCONTRACTOR AND SUPPLIER NAME AND TITLE OF SIGNER f��vq% �GEcr��c C�,oyv 1. Gl✓f�G.�sX �. f�i¢Z.9�� �Es 2. 3. 4. 5. 6. 7. 8. 9. 10. SIGNATURE AND A NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. 11/92 BID -10 DISADVANTAGED BUSINESS ENTERPRISE REQUIREMENTS To meet the requirements of Department of Transportation, Regulation 49 CFR Part 23, all bidders will provide ' evidence of the methods they have used to meet the Disadvantaged Business Enterprise goal as published in the Sponsor's Disadvantaged Business Enterprise Plan and approved by the Department of Transportation. The DBE participation goal for this project is 11%. All bidders must submit an assurance stating the percentage of Disadvantaged Businesses they intend to employ on this project. Ll 1 WITHIN 15 DAYS AFTER THE OPENING OF BIDS AND BEFORE THE AWARD OF A CONTRACT, ALL BIDDERS OR PROPOSERS WISHING TO REMAIN IN COMPETITION FOR THE CONTRACT SHALL SUBMIT: 1. Name(s) of Disadvantaged Business Enterprise subcontractor(s) they intend to use. 2. Description of work each is to perform. 3. Dollar value of each proposed Disadvantaged Business Enterprise subcontract. REQUIRED ASSURANCE TO BE INCLUDED IN ALL BID PROPOSALS This firm assures that it will utilize not less than / I % of Disadvantaged Business participation. CERTIFICATION OF BIDDER FOR THE ABOVE: BIDDER'S NAME: eel o'ec) EO/S' ADDRESS: Ayo IllGt, r 'O011x'>_ f///Y%►�13yt�Y /� U��Q� �' IRS NUMBER: C%G C>(p Z 3 3 Signature Ad Title W114,ldi- Date ' 11/92 BID -11 1 1 1 1 1 1 1 1 1 CONTRACTOR'S CERTIFICATION OF ELIGIBILITY The bidder/offeror certifies, by submission, of this proposal or acceptance of this contract, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. It further agrees by submitting this proposal that it will include this clause without modification in all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the bidder/offer/contractor or any lower tier participant is unable to certify to this statement, it shall attach an explanation to this solicitation/proposal. That, the information above is true and complete to the best of my knowledge. S Tcv6AI -'L-tL 'Signature 64,eAe / % Name and Title (I Print) W-414 y'S r—l9. /; w Date ' NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. J ' 11/92 BID -12 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FOR CORPORATE BIDDERS ONLY RESOLVED, that 2''ye6Eol'r' ��A� ��(/C, be authorized to sign and submit the bid or (Name of Corporation) proposal of this corporation for the following project: 7-2-s- 12 -Z© /�� S�lE2s -�s �.-J •vr� , /��c�/ � a,�iC /V X,S 007- Pea ✓ c T A( . Uyi • p� and to include in such bid or proposal the certificate as to non -collusion required by section one hundred three -d of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or misstatements in such certificate this corporate bidder shall be liable under penalties of perjury. The foregoing is a true and correct copy of the resolution adopted by v '"W w c Corporation at a meeting of its Board of Directors held on the 9 f3 TN day of 4,U S u s 7- 199.4 n (Seal) 11/92 END OF SECTION BID -13 I AGREEMENT THIS CONTRACT in three 3 copies, made and entered into this f e \tititSe �) P � ���� day o 19 93, by and between the Town of Southold, Party of the First Part, and vC '37' S S 'oL1.c, County of A-s04A State of C7— hereinafter designated as the ' CONTRACTOR, Party of the Second Part. WITNESSETH: That the parties hereto, each in consideration of the Agreements on the part of the other herein contained have mutually agreed and hereby mutually agree, the Party of the First Part for itself and its successors, and the Party of the Second Part for itself, himself, or themselves and its successors, his or their executors, administrators and assigns as follows: Article 1. DESCRIPTION. Under this Agreement and Contract the Contractor shall construct: RUNWAY 7-25 AND 12-30 OVERLAY PROJECT ' Article 2. In consideration of the payments to be made as hereinafter provided, and of the performance by the Owner of all of the matters and things to be performed by the Owner as herein provided, the Contractor agrees, at his own sole cost and expense, to perform all the labor and services and to furnish all the labor and materials, plant and equipment, necessary to complete and to complete in good, substantial workmanlike and approved manner, the work described under Article 1 hereof, within the time hereinafter specified and in accordance with the terms, conditions and provision of this Contract and with the instructions, orders and direction of the Engineer made in accordance with this Contract. Article 3. The Owner agrees to pay and the Contractor agrees to accept as full compensation for all work done, and materials furnished, and also for all costs and expenses incurred and loss or damages sustained by reason of the action of the elements, or growing out of the nature of the work, or from any unforeseen obstruction or difficulty encountered in the prosecution of the work, and for all risks of every description connected with the suspension or discontinuance of the work as herein speed, and for faithfully completing the work, and the whole thereof, as herein provided, and for maintaining the work in good condition until the final payment is made, the prices stipulated in the Bid hereto attached. Article 4. CONTRACT DOCUMENTS. The following documents shall constitute integral parts of the Agreement, the whole to be collectively known and referred to as the Contract; Advertisement; General Provisions; Bid; Agreement; Special Provisions; Contract Drawings; and all interpretations of or addenda to the Contract Documents issued by the Owner or the Engineer with the approval of the Owner. The Table of Contents, Headings and Titles contained herein and in said documents are solely to facilitate reference to various provisions of the Contract Documents and in no way effect, limit or cast light on the ' interpretation of the provisions to which they refer. Article 5. If the Contractor shall fail to comply with any of the terms, conditions, provisions or stipulations of this Contract, according to the true intent and meaning thereof, then the Owner may make use of any or all remedies provided in that behalf in the Contract and shall have the right and power to proceed in accordance with the provisions thereof. 11/92 AGR -1 r C 11 L i Article 6. The following alterations and addenda have been made and included in this Contract before it was signed by the parties thereto: A4AP'I iurr) IN WITNESS WHEREOF, the parties to this Agreement have hereunto set their hands and seals and have executed this Agreement, in three copies, the day and year first above wFitten. TOWN OF SOUTHOLD (SEAL) By, CONTRACTOR (SEAL) By: Aid: S � C" N-) 11/92 AGR -2 AGREEMENT ` (ACKNOWLEDGMENT OF OFFICER OR OWNER ATTESTING CONTRACT) s STATE OF� ) SS: COUNTY OF )n this da of 19 �3, before me personally came and appeared e o ho, b' g by in my sworn, did depose and say that he is the f e 'bed in and executed the foregoing instrument, tw4e kn#s the seal of said Owner; tha ne of the impressions appearing on said instrument is a true and correct impression of such seal; and that he affixed it thereto and attest the same over his signature by virtue of the authority in him vested. ( ACKNOWLEDGMENT OF CONTRACTOR, IF A CORPORATION) STATE OF (", ! ) SS: COUNTY OFJ) ' On Tn day 191, before me personally came and appeared t e own, who, being by me duly swo did de and ay that he resides at d that he is the I, re 7n f of the corporation scribed in which executed the foregoing instrument; that he knows the seal of said corporation; that one of the seals affixed to said instrument 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. No ry Public IUCIuE G. sowMnrl Notary Public 11/92 AGR -3 �tZ.CwmdssioD Expires December 31,1947 ----Notary Public JUDITH T. TERRY Notary Public, S 31e of New York Edo. 57_-0344963 Qualifier) in Suffolk County Commission Expires May 31, 1� AGREEMENT ( ACKNOWLEDGMENT OF CONTRACTOR, IF A CORPORATION) STATE OF (", ! ) SS: COUNTY OFJ) ' On Tn day 191, before me personally came and appeared t e own, who, being by me duly swo did de and ay that he resides at d that he is the I, re 7n f of the corporation scribed in which executed the foregoing instrument; that he knows the seal of said corporation; that one of the seals affixed to said instrument 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. No ry Public IUCIuE G. sowMnrl Notary Public 11/92 AGR -3 �tZ.CwmdssioD Expires December 31,1947 AGREEMENT ( ACKNOWLEDGMENT OF CONTRACTOR, IF A PARTNERSHIP) STATE OF ) SS: COUNTY OF ) On this day of 19 _, before me personally came and 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 as and for the act and deed of said firm. Notary Public AGREEMENT ( ACKNOWLEDGMENT OF CONTRACTOR, IF AN INDIVIDUAL) STATE OF ) SS: COUNTY OF ) On this day of 19 _, before me personally came and appeared to me known and known to me to be the person described in and who executed the foregoing instrument and acknowledged that he executed the same. 11/92 Notary Public AGR -4 1 1 1 1 1 i 1 1 1 1 1 f 1 1 1 1 AGREEMENT ( CERTIFICATE OF OWNER'S ATTORNEY) I, the undersigned, , the duly authorized and acting legal representative of the Owner, do hereby certify as follows: I have examined the foregoing Contract and surety bond and the manner of execution thereof, and I am of the opinion that each of the aforesaid Agreements has been duly executed by the proper parties thereto acting through their duly authorized representatives; that said representatives have full power and authority to execute said Agreements on behalf of the respective parties named thereon; and that the foregoing Agreements constitute valid and legally binding obligations upon the parties executing the same in accordance with the terms, conditions and provisions thereof. 11/92 END OF SECTION AGR -5 Owner's Attorney Date SECTION 40 L SCOPE OF WORK 40-01 INTENT OF CONTRACT. The intent of the Contract is to provide for construction and completion, in every detail, of the work described. It is further intended that the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies required to complete the work in accordance with the Plans, Specifications, and terms of the Contract. 40-02 ALTERATION OF WORK AND QUANTITIES. The Owner reserves and shall have the right to make such alterations in the work as may be necessary or desirable to complete the work originally intended in an acceptable manner. Unless otherwise specified herein, the Engineer shall be and is hereby authorized to make such alterations in the work as may increase or decrease the originally awarded Contract quantities, provided that the aggregate of such alterations does not change the total Contract cost or the total cost of any major contract item by more than twenty-five percent (25%) (total cost being based on the unit prices and estimated quantities in the awarded Contract). Alterations which do not exceed the twenty-five percent (25%) limitation shall not invalidate the Contract nor release the surety, and the Contractor agrees to accept payment for such alterations as if the altered work had been a part of the original Contract. These alterations which are for work within the general scope of the Contract shall be covered by "Change Orders" issued by the Engineer. Change Orders for altered work shall include extensions of Contract time where, in the Engineer's opinion, such extensions are commensurate with the amount and difficulty of added work. Should the aggregate amount of altered work exceed the twenty-five percent (25%) limitation hereinbefore specified, such excess altered work shall be covered by Supplemental Agreement. If the Owner and the Contractor are unable to agree on a unit adjustment for any Contract item that requires a Supplemental Agreement, the Owner reserves the right to terminate the Contract with respect to the item and make other arrangements for its completion. All Supplemental Agreements shall be approved by the FAA and shall include valid wage determinations of the U.S. Secretary of Labor when the amount of the Supplemental Agreement exceeds two thousand dollars ($2,000.00). However, if the Contractor elects to waive the limitations on work that increases or decreases the originally awarded Contract or any major Contract item by more than twenty-five percent (25%), the Supplemental Agreement shall be subject to the same U. S. Secretary of Labor wage determination as was included in the originally awarded Contract. All Supplemental Agreements shall require consent of the Contractor's surety and separate performance and payment bonds. 40-03 OMITTED ITEMS. The Engineer may, in the Owner's best interest, omit from the work any Contract item, except major Contract items. Major Contract items may be omitted by a Supplemental Agreement. Such omission of Contract items shall not invalidate any other Contract provision or requirement. Should a Contract item be omitted or otherwise ordered to be non -performed, the Contractor shall be paid for all work performed toward completion of such item prior to the date of the order to omit such item. Payment for work performed shall be in accordance with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90. 1 11/92 GP 40-1 40-04 EXTRA WORK. Should acceptable completion of the Contract require the Contractor to perform an 9 item of work for which no basis of payment has been provided in the original Contract or previously issued Change Orders or Supplemental Agreements, the same shall be called Extra Work. Extra work that is within the general scope of the Contract shall be covered by written Change Order. Change Orders for such extra work shall contain agreed unit and/or lump sum prices for performing the Change Order work in accordance with the requirements specified in the order and shall contain any adjustment to the Contract time that, in the Engineer's opinion, is necessary for completion of such extra work. Extra work to be performed on the basis of agreed prices where no applicable unit or lump sum prices have been included in the Contract shall be based upon a Contractor's price analysis for the work. The price analysis will be completed as outlined in the subsection of Section 90 titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK When determined by the Engineer to be in the Owner's best interest, he may order the Contractor to proceed with extra work by force account as provided in the subsection titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90. Extra work that is necessary for acceptable completion of the Project, but is not within the general scope of the work covered by the original Contract shall be covered by a Supplemental Agreement as hereinbefore defined in the subsection titled SUPPLEMENTAL AGREEMENT of Section 10. Any claim for payment for extra work that is not covered by written Agreement (Change Order or Supplemental Agreement) shall be rejected by the Owner. 40-05 MAINTENANCE OF TRAFFIC. It is the explicit intention of the Contract that the safety of aircraft, as well as the Contractor's equipment and personnel, is the most important consideration. It is understood and agreed that the Contractor shall provide for the free and unobstructed movement of aircraft in the air operations areas of the airport with respect to his/her own operations and the operations of all his/her Subcontractors as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80. It is further understood and agreed that the Contractor shall provide for the uninterrupted operation of visual and electronic signals (including power supplies thereto) used in the guidance of aircraft while operating to, from, and upon .the airport as specified in the subsection titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS in Section 70. With respect to his/her own operations and the operations of all his/her Subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying: personnel; equipment; vehicles; storage areas; and any work area or condition that may be hazardous to the operation of aircraft, fire -rescue equipment, or maintenance vehicles at the airport. When the Contract requires the maintenance of vehicular traffic on an existing road, street, or highway during the Contractor's performance of work that is otherwise provided for in the Contract, Plans, and Specifications, the Contractor shall keep such road, street, or highway open to all traffic and shall provide such maintenance as may be required to accommodate traffic. The Contractor shall furnish, erect, and maintain barricades, warning signs, flagmen, and other traffic control devices in reasonable conformity with the manual of Uniform ' Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office), unless otherwise specified herein. The Contractor shall also construct and maintain in a safe condition any temporary connections necessary for ingress to and egress from abutting property or intersecting roads, streets or highways. Unless otherwise specified herein, the Contractor will not be required to furnish snow removal for such existing road, street, or highway. The Contractor shall make his/her own estimate of all labor, materials, equipment, and incidentals necessary for providing the maintenance of aircraft and vehicular traffic as specified in this subsection. 11/92 GP 40-2 The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not be measuied or paid for directly but shall be included in the various Contract items. 40-06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered within the established lines, grades, or grading sections shall be removed by the Contractor, unless such existing structures are otherwise specified to be relocated, adjusted up or down, salvaged, abandoned in place, reused in the work or to remain in place. The cost of removing such existing structures shall not be measured or paid for directly, but shall be included in the various Contract items. 1 Should the Contractor encounter an existing structure (above or below ground) in the work for which the disposition is not indicated on the Plans, the Engineer shall be notified prior to disturbing such structure. The disposition of existing structures so encountered shall be immediately determined by the Engineer in accordance with the provisions of the Contract. Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK of this section, it is intended that all existing materials or structures that may be encountered (within the lines, grades, or grading sections established for completion of the work) shall be utilized in the work as otherwise provided for in the Contract and shall remain the property of the Owner when so utilized in the work. 40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the Contractor encounter any material such as (but not restricted to) sand, stone, gravel, slag, or concrete slabs within the established lines, grades, or grading sections, the use of which is intended by the terms of the Contract to be either embankment or waste, he may at his/her option either: A. Use such material in another Contract item, providing such use is approved by the Engineer and is in conformance with the Contract Specifications applicable to such use; or, B. Remove such material from the site, upon written approval of the Engineer; or, C. Use such material for his/her own temporary construction on site; or, ID. Use such material as intended by the terms of the Contract. Should the Contractor wish to exercise option A, B, or C, he shall request the Engineer's approval in advance of such use. Should the Engineer approve the Contractor's request to exercise option A, B, or C, the Contractor shall be paid for the excavation or removal of such material at the applicable Contract price. The Contractor shall replace, at his/her own expense, such removed or excavated material with an agreed equal volume of material that is acceptable for use in constructing embankment, backfills, or otherwise to the extent that such replacement mater- ial is needed to complete the Contract work. The Contractor shall not be charged for his/her use of such material so used in the work or removed from the site. Should the Engineer approve the Contractor's exercise of option A, the Contractor shall be paid at the applicable Contract price for furnishing and installing such material in accordance with requirements of the Contract item in which the material is used. It is understood and agreed that the Contractor shall make no claim for delays by reason of this exercise of option A, B, or C. The Contractor shall not excavate, remove, or otherwise disturb any material, structure, or part of a structure which is located outside the lines, grades, or grading sections established for the work, except where such excavation or removal is provided for in the Contract, Plans, or Specifications. 11/92 GP 40-3 40-08 FINAL CLEANING UP. Upon completion of the work and before acceptance and final payment will be made, the: Contractor shall remove from the site all machinery, equipment, surplus and discarded materials, rubbish, temporary structures, and stumps or portions of trees. He shall cut all brush and woods within the limits indicated and shall leave the site in a neat and presentable condition. Material cleared from the site and deposited on adjacent property will not be considered as having been disposed of satisfactorily, unless the Contractor has obtained the written permission of such property owner. 40-09 DEBRIS. The Contractor shall remove all debris and rubbish resulting from his work at frequent intervals on the order of the Engineer, and at completion leave the premises broom -clean and everything in perfect order and repair. Upon neglect or refusal of any Contractor to keep the premises clear, the Engineer shall have the authority to have such work performed, and the cost of the same shall be charged to the Contractor in default and collected from any monies which have or may become due on this Contract; and the Engineer shall issue no certificates of payment on the Contract until premises are clear and in good order, and all claims created properly adjusted i 40-10 SUBSURFACE CONDITIONS. Boring information, if applicable, has been obtained by the Owner in the vicinity of the work of this Contract. It has been compiled on separate sheets which are not part of the Contract Drawings nor any part of the Contract Documents. The boring information shown on these drawings or sheets is available to bidders, Contractors and other interested parties only as a convenience and is made available without expressed or implied representation, assurance or guarantee that the information is adequate, complete or correct, or that it represents a true picture of the subsurface conditions to be encountered or that all pertinent boring information in the possession of the Owner or Engineer has been furnished. It shall be the Contractor's obligation to satisfy himself as to the nature, character, quality, and quantity of subsurface conditions likely to be encountered and any reliance upon the boring information made available by the Owner shall be at the Contractor's risk. The Contractor agrees that he shall neither have nor assert against the Owner or Engineer any claim for damages or extra work or for relief from any obligation of this Contract based upon 'the boring information made available or based upon the failure by the Owner to furnish additional or all boring information in the Owner's or Engineer's possession. Any holder of Contract Documents will be permitted to make test borings, test pits, soundings, etc. on the test site of the work if he so desires, subject to approval by the Owner. It should be understood that the party or parties receiving such approval must assume all risk and liability contingent thereto. END OF SECTIO N 11/92 GP 40-4 1 1 SECTION 50 CONTROL OF WORK 50-01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, and as to the manner of performance and rate of progress of the work. He shall decide all questions which may arise as to the interpretation of the Specifications or Plans relating to the work, the fulfillment of the Contract on the part of the Contractor, and the rights of different Contractors on the Project. The Engineer shall determine the amount and quality of the several kinds of work performed and materials furnished which are to be paid for under the Contract. 50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all materials furnished shall be in reasonably close conformity with the lines, grades, grading sections, cross sections, dimensions, material requirements, and testing requirements that are speed (including specified tolerances) in the Contract, Plans, or Specifications. If the Engineer finds the materials furnished, work performed, or the finished product is not within reasonably close conformity with the Plans and Specifications but that the portion of the work affected will, in his/her opinion, result in a finished product having a level of safety, economy, durability, and workmanship acceptable to the Owner, he will advise the Owner of his/her determination that the affected work be accepted and remain in place. In this event, the Engineer will document his/her determination and recommend to the Owner a basis of acceptance which will provide for an adjustment in the Contract price for the affected portion of the work. The Engineer's determination and recommended Contract price adjustments will be based on good engineering judgment and such tests or retests of the affected work as are, in his/her opinion, needed. Changes in the Contract price shall be covered by Contract modifications (Change Order or Supplemental Agreement) as appli- cable. If the Engineer fords the materials furnished, work performed, or the finished product are not in reasonably close conformity with the Plans and Specifications and have resulted in an unacceptable finished product, the affected work or materials shall be removed and replaced or otherwise corrected by and at the expense of the Contractor in accordance with the Engineer's written orders. For the purpose of this subsection, the term "reasonably close conformity" shall not be construed as waiving the Contractor's responsibility to complete the work in accordance with the Contract, Plans, and Specifications. The term shall not be construed as waiving the Engineer's right to insist on strict compliance with the requirements of the Contract, Plans, and Specifications during the Contractor's prosecution of the work, when, in the Engineer's opinion, such compliance is essential to provide an acceptable finished portion of the work. For the purpose of this subsection, the term "reasonably close conformity" is also intended to provide the Engineer with the authority to use good engineering judgment in his/her determinations as to acceptance of work that is not in strict conformity but will provide a finished product equal to or better than that intended by the requirements of the Contract, Plans and Specifications. 50-03 COORDINATION OF CONTRACT, PLANS AND SPECIFICATIONS. The Contract, Plans, Specifications, and all referenced standards cited are essential parts of the Contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work. In case of discrepancy, calculated dimensions will govern over scaled dimensions; Contract Technical Specifications shall govern over Contract General Provisions, Plans, cited 11/92 GP 50-1 standards for materials or testing, and cited FAA Advisory Circulars; Contract General Provisions shall govern �, ry over Plans, cited standards for materials or testing, and cited FAA Advisory Circulars; Plans shall govern over cited standards for materials or testing and cited FAA Advisory Circulars. The Contractor shall not take advantage of any apparent error or omission on the Plans or Specifications. In the event the Contractor discovers any apparent error or discrepancy, he shall immediately call upon the Engineer for his/her interpretation and decision, and such decision shall be final. 50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with three (3) copies each of the Plans and Specifications. He shall have available on the work at all times one (1) copy each of the Plans and Specifications. Additional copies of Plans and Specifications may be obtained by the Contractor as specified in the subsection titled CONTRACT DRAWINGS FURNISHED TO CONTRACTORS of Section 30. The Contractor shall give constant attention to the work to facilitate the progress thereof, and he shall cooperate with the Engineer and his/her inspectors and with other Contractors in every way possible. The Engineer shall allocate the work and designate the sequence of construction in case of controversy between Contractors. The Contractor shall have a competent superintendent on the work at all times who is fully authorizedas his/her agent on the work. The superintendent shall be capable of reading and thoroughly understanding the Plans and Specifications and shall receive and fulfill instructions from the Engineer or his/her authorized representative. 50-05 COOPERATION BETWEEN CONTRACTORS. The Owner reserves the right to contract for and perform other or additional work on or near the work covered by this Contract. When separate Contracts are let within the limits of any one project, each Contractor shall conduct his/her work so as not to interfere with or hinder the progress of completion of the work being performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. Each Contractor involved shall assume all liability, financial or otherwise, in connection with his/her Contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delays, or loss experienced by him because of the presence and operations of other Contractors working within the limits of the same project. The Contractor shall arrange his/her work and shall place and dispose of the materials being used so as not to interfere with the operations of the other Contractors within the limits of the same project. He shall join his/her work with that of the others in an acceptable manner and shall perform it in proper sequence to that of the others. 50-06 CONSTRUCTION LAYOUT AND STAKES. The designation "Subgrade" is the bottom line' or surface to which the excavations are necessarily made for the purpose of building the work in accordance with the Drawings, not including the additional depth of excavation required for any special foundation that may be ordered. "Invert" or "grade line" for pipes and sewers mentioned in these Specifications and indicated on the Drawings refers to the inside bottom of the pipe of the surface upon which sewage or water flows along the centerline of the completed work. The Contractor must furnish all control for the layout and construction of the work. Basic control information has been shown on the Plans. The Engineer, at the request of the Contractor, will set a benchmark at a location to be determined for the Contractor's control prior to construction. 11/92 GP 50-2 1 The Contractor shall give the work his/her personal attention and supervision, layout his/her own work, do all necessary leveling and measuring, or employ a competent engineer to do so. It shall be no part of the duty of the Engineer, or any of the inspectors, to perform any of this service, but if any such service should be done by the Engineer or any of the inspectors, it shall be done at the request and with the approval of the Contractor interested, and no pleas as to the acts or directions of others than the Engineer will be admitted in justification of any errors of construction where a departure is made from the Drawings, Specifications, or Contract, and such plea in justification shall in no way be binding upon the Owner. Figures and full-size drawings shall take precedence over scale measurements and drawings. Any Contractor performing constructive or finish work of any kind or character, which is of corresponding relationship with work performed by another Contractor, shall layout his/her work according to the work already constructed and take all exact measurements therefrom, and prepare all Shop Drawings in accordance with the same, and complete all work to the exact measurements thus obtained and without creating any claim or obligation on the Owner. If any part of the Contractor's work is dependent for its proper execution, or for its subsequent efficiency or appearance, on the character or condition of associated or contiguous work not executed by him, the Contractor shall examine such associated or contiguous work, and shall report to the Engineer, in writing, any imperfections therein or any conditions that render it unsuitable for the reception of his/her work. In case the Contractor proceeds without making such written report, he shall be held responsible for any defects in his/her own work in consequence thereof, and shall not be relieved of the obligation of any guarantee because of any such imperfection or condition. 50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever batching or mixing plant equipment is required to be operated automatically under the Contract and a breakdown or malfunction of the automatic controls occurs, the equipment may be operated manually or by other methods for a period of forty-eight (48) hours following the breakdown or malfunction, provided this method of operations will produce results which conform to all other requirements of the Contract. 50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the Owner shall be authorized to inspect all work done and all material furnished. Such inspection may extend to all or any part of the work and to the preparation, fabrication, or manufacture of the materials to be used. Inspectors are not authorized to revoke, alter, or waive any provision of the Contract. Inspectors are not authorized to issue instructions contrary to the Plans and Specifications• or to act as foreman for the Contractor. Inspectors employed by the Owner are authorized to notify the Contractor or his/her representative of any failure of the work or materials to conform to the requirements of the Contract, Plans, or Specifications and to reject such nonconforming materials in question until such issues can be referred to the Engineer for his/her decision. 50-09 INSPECTION OF THE WORK. All materials and each part or detail of the work shall be subject to inspection by the Engineer. The Engineer shall be allowed access to all parts of the work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed inspection. If the Engineer requests it, the Contractor, at any time before acceptance of the work, shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Specifications. Should the work thus exposed or examined prove acceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be paid for as Extra Work; but should the work so exposed or examined prove unacceptable, the uncovering, or removing, and the replacing of the covering or making good of the parts removed will be at the Contractor's expense. 1 11/92 GP 50-3 n All costs of maintenance work during construction and before the project is accepted, shall be included in the unit prices bid on the various Contract items, and the Contractor will not be paid an additional amount for such work. 11/92 GP 50-4 Any work done or materials used without supervision or inspection by an authorized representative of the Owner may be ordered removed and replaced at the Contractor's expense unless the Owner's representative failed to inspect after having been given reasonable notice in writing that the work was to be performed. Should the Contract work include relocation, adjustment, or any other modification to existing facilities, not the property of the (Contract) Owner, authorized representatives of the Owners of such facilities shall have the right to inspect such work. Such inspection shall in no sense make any facility Owner a party to the Contract, and shall in no way interfere with the rights of the parties to this Contract. 50-10 REMOVAL OF.UNACCEPTABLE AND UNAUTHORIZED WORK. All work which does not conform to the requirements of the Contract, Plans, and Specifications will be considered unacceptable unless otherwise determined acceptable by the Engineer, as provided in the subsection titled CONFORMITY WITH PLANS AND SPECIFICATIONS of this section. Unacceptable: work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner in accordance with the provisions of the subsection titled CONTRACTOR'S RESPONSIBILITY FOR WORK of Section 70. No work will be done prior to the Engineer's establishment of a benchmark for the Contractor's control (as described in the subsection of this section titled CONSTRUCTION LAYOUT AND STAKES) if such is required by the Contractor for the construction of this project. Work done contrary to the instructions of the Engineer, work done beyond the lines shown on the Plans or as given, except as herein specified, or any extra work done without authority, will be considered as unauthorized and will not be paid for under the ,provisions of the Contract. Work so done may be ordered removed or replaced at the Contractor's expense. Upon failure on the part of the Contractor to comply forthwith with any order of the Engineer made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced and unauthorized work to be removed and to deduct the costs (incurred by the Owner) from any monies due or to become due the Contractor. 50-11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load restrictions in the hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the Contractor of liability for damage which may result from the moving of material or equipment. The operation of equipment of such type, weight or so loaded as to cause damage to structures, subgrade or to any other type of construction will not be permitted. Hauling of materials over the base course or surface course under construction shall be limited as directed. No loads will be permitted on a concrete pavement, base, or structure before the expiration of the curing period. The Contractor shall be responsible for all damage done by his/her hauling equipment and shall correct such damage at his/her own expense. 50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the work during construction and until the work is accepted. This maintenance shall constitute continuous and effective work prosecuted day by day, with adequate equipment and forces so that the work is maintained in satisfactory condition at all times. In the case of a Contract for the placing of a course upon a course or subgrade previously constructed, the Contractor shall maintain the previous -course or subgrade during all construction operations. All costs of maintenance work during construction and before the project is accepted, shall be included in the unit prices bid on the various Contract items, and the Contractor will not be paid an additional amount for such work. 11/92 GP 50-4 LJ 50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to maintain the work as provided in the subsection titled MAINTENANCE DURING CONSTRUCTION of this section, the Engineer shall immediately notify the Contractor of such noncompliance. Such notification shall specify a reasonable time within which the Contractor shall be required to remedy such unsatisfactory maintenance condition. The time specified will give due consideration to the exigency that exists. Should the Contractor fail to respond to the Engineer's notification, the Engineer may suspend any work necessary for the Owner to correct such unsatisfactory maintenance condition, depending on the exigency that exists. Any maintenance cost incurred by the Owner, shall be deducted from monies due or to become due the 1 Contractor. 50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the Project the Contractor substantially completes a usable unit or portion of the work, the occupancy of which will benefit the Owner, he may request the Engineer to make final inspection of that unit. If the Engineer finds upon inspection that the unit has been satisfactorily completed in compliance with the Contract, he may accept it as being completed, and the Contractor may be relieved of further responsibility for that unit. Such partial acceptance and beneficial occupancy by the Owner shall not void or alter any provision of the Contract. 50-15 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive completion of the entire Project, the Engineer and Owner will make an inspection. If all construction provided for and contemplated by the Contract is found to be completed in accordance with the Contract, Plans, and Specifications, such inspection shall constitute the final inspection. The Engineer shall notify the Contractor in writing of final acceptance as of the date of the final inspection. If, however, the inspection discloses any work, in whole or in part, as being unsatisfactory, the Engineer will give the Contractor the necessary instructions for correction of same, and the Contractor shall immediately comply with and execute such instructions. Upon correction of the work, another inspection will be made which shall constitute the final inspection, provided the work has been satisfactorily completed. In such event, the Engineer will make the final acceptance and notify the Contractor in writing of this acceptance as of the date of final inspection. 50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any.reason the Contractor deems that additional compensation is due him for work or materials not clearly provided for in the Contract, Plans, or Specifications or previously authorized as Extra Work, he shall notify the Engineer in writing of his/her intention to claim such additional compensation before he begins the work on which he bases the claim. If such notification is not given or the Engineer is not afforded proper opportunity by the Contractor for keeping strict account of actual cost as required, then the Contractor hereby agrees to waive any claim for such additional compensation. Such notice by the Contractor and the fact that the Engineer has kept account of the cost of the work shall not in any way be construed as proving or substantiating the validity of the claim. When the work on which the claim for additional compensation is based has been completed, the Contractor shall, within ten (10) calendar days, submit his/her written claim to the Engineer who will present it to the Owner for consideration in accordance with local laws or ordinances. Nothing in this subsection shall be construed as a waiver of the Contractor's right to dispute final payment based on differences m* measurements or computations. 50-17 SHOP AND SETTING DRAWINGS. "Shop and Setting Drawings" or "Working Drawings" shall be supplied for each and every fabricated item or part. Drawings and data shall be submitted sufficiently in advance of the work to permit proper review, including time for necessary revisions and resubmittals. Delay to the work caused by late submission of Shop Drawings shall be the responsibility of the Contractor making such late submission. 1 11/92 GP 50-5 r' Shop and senting drawings shall present complete and accurate information relative to all working dimensions, equipment weight -assembly and sectional view, all the necessary details, pertaining to coordinating the work of the Contract, lists of materials and finishes, parts lists and the description thereof, lists of spare parts and tools where such parts or tools are required, no -scale control diagrams for control wiring and control piping, and any other items of information that are required to demonstrate detail compliance with the Plans and Specifications. If the Contractor proposes equipment requiring materially different layout from that shown on the Plans and if such equipment is approved by the Engineer, the Contractor shall submit drawings showing the revised layout of all affected. structures, piping and equipment. Each drawing; shall be dated and shall show the name of the Project, Contract Number and the name of the manufacturer of the equipment covered by the drawing or drawings. The Engineer will not review any drawings that are not properly identified or that do not contain complete data on the work or that have not been checked, stamped and signed by the Contractor for compliance with the Contract Documents. The Engineer's review of the Contractor's Shop Drawings signifies only that such drawings appear to be in substantial conformity with the Contract Drawings and Specifications or with the Engineer's instructions. Such review does not indicate approval of every detail of the drawings nor of the work methods of the Contractor which are indicated thereon. Regardless of the corrections made in or made of such drawings by the Engineer, the Contractor will nevertheless be responsible for the accuracy of such drawings, for their conformity to the Plans and Specifications and for the proper fitting and construction of the work. No work covered by shop and setting drawings shall be done until the drawings have been reviewed by the Engineer. 50-18 ELECTRICAL SHOP DRAWINGS. Drawings for electrical equipment shall show physical dimensions and installation details and shall include elementary and connection diagrams for each control assembly and the interconnection diagrams for all equipment. The drawings shall show clearly the coordination of control work, shall identify the components external to electrical equipment and shall define the contact arrangement and control action of the primary and final control elements. Where standard electrical control equipment having complex internal wiring is required, such as boiler control panels, generator transfer panels, electric or electronic instruments and similar items, the detail shop wiring diagrams for such equipment will not be required, and, if submitted, will in general not be reviewed. The submittal for each such item of equipment shall, however, include an elementary diagram of the input and output elements which require connections to external equipment, and/or a complete step by step description of the control action of the equipment being submitted. In the event that any questions shall arise as to the type of information to be presented on the submittal, the supplier shall direct inquiries to the Engineer through the Prime Contractor in advance of the preparation of his/her submittal. 50-19 SHOP DRAWING APPROVAL PROCEDURE. The following procedure has been established for the submittal and processing of shop and setting drawings. Departures from this procedure may result in delay and misunderstandings. A. In submitting drawings, catalog data, and similar items for review, at least four (4) copies shall be submitted. This number includes one (1) for return to the Contractor bearing the review stamp. If the 11/92 GP 50-6 1 FJ Ln s Ll u 3. "Revise and Resubmit", if the changes requested are extensive. In this case, resubmittal after correction is necessary and the same number of copies shall be included in the resubmittal as in the first submittal. One (1) copy of the first submittal will be retained by the Engineer's office and only two (2) copies will be returned to the Contractor unless the Contractor has requested the return of additional copies as set forth above. All other copies will be destroyed. 4. "Rejected", if it is considered that the data submitted cannot with reasonable revision meet the requirements of the Plans and Specifications. As in "3" above, only two (2) copies will be returned unless additional copies have been requested. One (1) copy will be retained by the Engineer's office and all others will be destroyed. 5. "Submit Specified Item", if the data submitted is not clear, complete, or for other reasons cannot be examined by the Engineer to establish compliance with the Plans and Specifications. Only two (2) copies will be returned to the Contractor, one (1) copy will be retained by the Engineer and all other copies shall be destroyed. 6. Unless otherwise approved in specific cases, all data must be transmitted by the Prime Contractor; not by the Subcontractors or vendors. 7. Any changes other than those indicated as requested, made in drawings or other data, must be specifically brought to the attention of the Engineer upon resubmittal. Changes or additions shall not be made in or to reviewed data without re -review. 11/92 GP 50-7 C! initial Contractor desires more than one (1) copy returned to him, he shall submit with the and subse- quent transmittals the additional number desired up to a maximum of three (3) copies. If the Engineer requires additional copies, he will so inform the Contractor upon return of the reviewed material. Additional copies of reviewed Shop Drawings will be requested in the cases where the subject matter shown thereon requires coordination of two or more prime Contracts. Two (2) copies of each of such drawings received will be re -transmitted by the Engineer, whenever possible, to each of the other prime Contractors whose work is to be correlated with such drawings. The Engineer will re -transmit these drawings in order to facilitate each Contractor's coordination of his/her own work with that of the other Contracts. B. For transmitting data for review, two (2) copies of the letter of transmittal will be required by the Engineer's office. Form letters may be used. C. All correspondence other than simple transmittal of data shall be in triplicate. D. Unless otherwise requested, a single copy of the correspondence emanating from the Engineer's office will be sent. Additional copies of correspondence up to a maximum of four (4) copies will be provided, if requested. data be follows: E. Drawings and similar will stamped as 1. "No Exception Taken", if no change or rejection is made. All but three (3) copies of the submitted data will be returned. 2. "Make Corrections Noted", if minor changes or additions are made, but resubmittal is not considered necessary. All but three (3) copies of the submitted data will be returned and all copies will bear the corrective marks. 3. "Revise and Resubmit", if the changes requested are extensive. In this case, resubmittal after correction is necessary and the same number of copies shall be included in the resubmittal as in the first submittal. One (1) copy of the first submittal will be retained by the Engineer's office and only two (2) copies will be returned to the Contractor unless the Contractor has requested the return of additional copies as set forth above. All other copies will be destroyed. 4. "Rejected", if it is considered that the data submitted cannot with reasonable revision meet the requirements of the Plans and Specifications. As in "3" above, only two (2) copies will be returned unless additional copies have been requested. One (1) copy will be retained by the Engineer's office and all others will be destroyed. 5. "Submit Specified Item", if the data submitted is not clear, complete, or for other reasons cannot be examined by the Engineer to establish compliance with the Plans and Specifications. Only two (2) copies will be returned to the Contractor, one (1) copy will be retained by the Engineer and all other copies shall be destroyed. 6. Unless otherwise approved in specific cases, all data must be transmitted by the Prime Contractor; not by the Subcontractors or vendors. 7. Any changes other than those indicated as requested, made in drawings or other data, must be specifically brought to the attention of the Engineer upon resubmittal. Changes or additions shall not be made in or to reviewed data without re -review. 11/92 GP 50-7 C! 8. In order to eliminate cross filing, it is required that the subject matter of any one drawing be limited to one Payment Item. 50-20 REMOVAL OF WATER The Contractor shall at all times during construction, provide and maintain proper and satisfactory means and devices for the removal of all water entering the excavations, and shall remove all such water as fast as it may collect, in such manner as shall not interfere with the prosecution of the work or the proper placing of materials or other work. Removal of water includes the construction and removal of cofferdams, sheeting and bracing, the furnishing of materials and labor necessary therefore, the excavation and maintenance of ditches and sluiceways and the furnishing and operation of pumps, wellpoints and appliances needed to maintain thorough drainage of the work in a satisfactory manner. Water shall not be allowed to rise over or come in contact with any masonry, concrete or mortar, until at least twenty-four (24) hours after placement and no stream of water shall be allowed to flow over such work until such time as the Engineer may permit. Unless otherwise specified, all excavations which extend down to or below the static groundwater elevations at the sites of structures shall be dewatered by lowering and maintaining the groundwater beneath such excavations at an elevation not less than that specified herein at all times when work thereon is in progress, during subgrade preparation and the placing of the structure or other materials thereon. Where the presence of fine granular subsurface materials and a high groundwater table may cause the upward flow of water into the excavation with a resulting quick condition, the Contractor shall install and operate a suitable dewatering system to prevent the upward flow of water during construction. When the water table is within the capillary rise of silt/clay subsurface material, the Contractor shall select and operate his equipment in a manner to prevent the deterioration of the working surface due to the upward flow of water during construction. The effluent pumped from the dewatering system shall be examined periodically by qualified personnel to determine if the system is operating satisfactorily without the removal of fines. Unless otherwise directed by the Engineer or shown on the Contract Documents, the water level shall not be ■ permitted to rise until construction in the immediate area is completed and the excavation backfilled to the original grade or proposed grade. Where well points are used, the groundwater shall be lowered and maintained continuously (day or dight) at a , level not less than two (2) feet below the bottom of the excavation. Excavation will not be permitted at a level lower than two (2) feet above the water level as indicated by the observation wells. The wellpoint system shall be designed or installed by or under the supervision of an organization whose principal business is wellpointing and has at least five (5) consecutive years of similar experience and can furnish a representative list of satisfactory similar operations. Wellpoint headers, points and other pertinent equipment shall not be placed within the limits of the excavation in such a manner or location as to interfere with the laying of pipe or trenching operations or with the excavation for and/or construction of other structures. Standby gasoline or diesel powered equipment shall be provided so that in the event of failure of the ioperating equipment, the standby equipment can be readily connected to the dewatering system. The standby equipment shall be maintained in good order and actuated regularly not less than twice a week when directed. Wellpoints shall be installed in the center of a sand wick drain which shall be placed by means of a sanding shell or other approved means to provide a sand core not less than ten (10) inches in diameter. 11/92 GP 50-8 Detached observation wells of similar construction to the wellpoints shall be installed at intervals of not less than fifty (50) feet along the opposite side of the trench from the header pipe and line of wellpoints, or around the excavation for a structure or as shown on the Contract Drawings, to a depth of at least five (5) feet below the proposed excavation. In addition, one wellpoint in every fifty (50) feet shall be fitted with a tee, plug and valve so that the wellpoint can be converted for use as an observation well. Observation wells shall be not less than one and one-half (M) inch in diameter. Water pumped or drained from excavations, or any sewers, drains, or water courses encountered in the work, shall be disposed of in a suitable manner without injury to adjacent property, the work under construction, or to pavements, roads and drives. No water shall be discharged to sanitary sewers. Sanitary sewage shall be pumped to sanitary sewers or shall be disposed of by an approved method Any damage caused by improper handling of water shall be repaired by the Contractor at his/her own expense. 50-21 SHEETING AND BRACING. The Contractor shall furnish, place and maintain such sheeting, bracing and shoring as required to support the sides and ends of excavations in such a manner as to prevent any movement which would in any way damage the pipe, sewers, masonry or other work, diminish the width necessary, otherwise damage or delay the work, or endanger existing structures, pipes or pavements, or to occasion a hazard to persons engaged on the project or to the general public. Sheeting and bracing or other trench protection shall be utilized as required for the safety of employees exposed to the hazard of falling or sliding material from any trench or excavation in conformance with the provisions of Industrial Code Rule 23 as amended, and OSHA. The Contractor shall submit details of all sheeting to be used on this project to the Engineer for review. These submitted details must be signed and stamped by a Professional Engineer licensed to practice in New York State. The Contractor shall be responsible for the adequacy of all trench support systems used and for all damage to persons or property resulting from improper quality, strength, placing, maintenance and removal. All material used for sheeting and bracing shall be sound and free from defects which might impair its strength or effectiveness. All timber sheeting and bracing shall be sound and straight, free from cracks, shakes and large or loose knots, with dressed edges where directed and shall otherwise conform with National Design Specifications for Stress Grade Lumber for lumber of a minimum fiber stress of 1,200 pounds per square inch. 1 All steel sheeting and bracing shall be sound and straight, free from bends, twists or splits, having square and undamaged ends and shall otherwise conform with ASTM Designation A328 -75A and shall have a minimum thickness of 3/8 -inch. Sheeting shall be driven vertically from the original ground surface as the excavation progresses. Sufficient toe support shall be sustained so as to maintain pressure against the original ground at all times. Timber sheeting shall be driven so that edges are tight together and. steel sheeting driven with the individual members interlocking. All bracing shall be of such design and strength as to maintain the sheeting in its proper I'los[intion*e judgement of the Engineer, the sheeting or supports furnished are inadequate or unsuited for the purpose, he may order such sheeting or bracing to be replaced or additional sheeting and bracing to be installed. Any sheeting and bracing ordered and so installed for such purpose shall be furnished and installed at the expense of the Contractor. 1 11/92 GP 50-9 Whether or not the Engineer orders any additional sheeting or bracing to be installed or unsuitable sheeting or bracing to be; replaced, the Contractor shall be solely responsible for the adequacy of all sheeting and bracing. In general, all sheeting and bracing, whether of steel, timber or other material, used to support the sides of trenches or other open excavations, shall be withdrawn as the trenches or other open excavations are being refilled. That portion of the sheeting extending below the top of a pipe, sewer or structure shall be withdrawn, unless otherwise directed, before more than 6 inches of earth is placed above the top of the pipe, sewer or structure and before any bracing is removed. The voids left by the sheeting shall be carefully refilled with selected material and rammed tight with tools especially adapted for the purpose or otherwise as may be approved. The Contractor shall be responsible for the adequate shoring and/or bracing of any existing utilities encountered during the excavation. Such utilities shall be braced or shored in a manner acceptable to the local jurisdictional agency having authority over the utility encountered. It shall be the responsibility of the Contractor to prevent damage to or displacement of utilities, and to work with and request the concurrence of the utility's company representative in this matter. The Contractor shall give written notice, seventy-two (72) hours in advance of excavation operations, to all utility companies with services in the vicinity of such operations. A copy of such notification shall be filed with the Engineer. The use of a trench shield, box or similar device in place of sheeting and bracing will not be allowed. The Contractor, as a minimum, shall tight sheet and brace those areas shown on the Contract Drawings. END OF SECTION J 1 11/92 GP 50-10 . SECTION 60 CONTROL OF MATERIALS 60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used on the work shall conform to the requirements of the Contract, Plans, and Specifications. Unless otherwise speed, such materials that are manufactured or processed shall be new (as compared to used or reprocessed). In order to expedite the inspection and testing of materials, the Contractor shall furnish complete statements to the Engineer as to the origin, composition, and manufacture of all materials to be used in the work. Such statements shall be furnished promptly after execution of the Contract but, in all cases, prior to delivery of such materials. At the Engineer's option, materials may be approved at the source of supply before delivery is started. If it is found after trial that sources of supply for previously approved materials do not produce specified products, the Contractor shall furnish materials from other sources. The Contractor shall furnish airport lighting equipment that conforms to the requirements of cited Materials Specifications. In addition, where an FAA Specification for airport lighting equipment is cited in the Plans or Specifications, the Contractor shall furnish such equipment that is: A. Listed in the FAA Advisory Circular AC 150/5345- 1, Approved Airport Equipment, that is in effect on the date of advertisement; and, B. Produced by the manufacturer qualified (by FAA) to produce such specified and listed equipment. The following airport lighting equipment is required for this Contract and is to be furnished by the Contractor in accordance with the requirements of this subsection: EFFECTIVE FAA AC OR CITED FAA APPROVAL LETTER FOR EQUIPMENT NAME SPECIFICATION EQUIPMENT AND MANUFACTURER Cable Connectors 1-823 150/5345-26B Underground Elec. Cable L-824 150/5345-7D Guidance Signs L-858 150/5345-44 60-02 SAMPLES, TESTS, AND CITED SPECIFICATIONS. All materials used in the work shall be inspected, tested, and approved by the Engineer before incorporation in the work. Any work in which untested materials are used without approval or written permission of the Engineer shall be performed at the Contractor's risk. Materials found to be unacceptable and unauthorized will not be paid for and, if directed by the Engineer, shall be removed at the Contractor's expense. Unless otherwise'designated, tests in accordance with the cited standard methods of AASHTO or ASTM which are current on the date of advertisement for bids will be made by and at the expense of the Owner. THE COST OF ALL FAILING TESTS SHALL BE BORNE BY THE CONTRACTOR. Samples will be taken by a qualified representative of the Owner. All materials being used are subject to inspection, test, or rejection at any time prior to or during incorporation into the work. Copies of all tests will be furnished to the Contractor's representative at his/her request. 11/92 GP 60-1 may permit the use prior to sampling 60-03 CERTIFICATION OF COMPLIANCE. The Engineery p , p and testing, of certain materials or assemblies when accompanied by manufacturer's certificates of compliance stating that such materials or assemblies fully comply with the requirements of the Contract. The certificate shall be signed by the manufacturer. Each lot of such materials or assemblies delivered to the work must be accompanied by a certificate of compliance in which the lot is clearly identified. Materials or assemblies used on the basis of certificates of compliance may be sampled and tested at any time and if found not to be in conformity with Contract requirements will be subject to rejection whether in place or not. The form and distribution of certificates of compliance shall be as approved by the Engineer. No payment ;;hall be made on any item for which acceptable certificates of compliance have not been submitted to the Engineer. When a material or assembly is specified by "brand name or equal" and the Contractor elects to furnish the specified "brand name," the Contractor shall be required to furnish the manufacturer's certificate of compliance for each lot of such material or assembly delivered to the work. Such certificate of compliance shall clearly identify each lot delivered and shall certify as to: A. Conformance to the specified performance, testing, quality or dimensional requirements; and, B. Suitability of the material or assembly for the use intended in the Contract work. "or Should the Contractor propose to furnish an equal" material or assembly, he shall furnish the manufacturer's certificates of compliance as hereinbefore described for the specified brand name material or assembly. However, the Engineer shall be the sole judge as to whether the proposed "or equal" is suitable for use in the work. The Engineer reserves the right to refuse permission for use of materials or assemblies on the basis of certificates of compliance. 60-04 PLANT INSPECTION. The Engineer or his/her authorized representative may inspect, at its source, any specified material or assembly to be used in the work. Manufacturing plants may be inspected from time to time for the purpose of determining compliance with specified manufacturing methods or materials to be used in the work and to obtain samples required for his/her acceptance of the material or assembly. Should the Engineer conduct plant inspections, the following conditions shall exist: A. The Engineer shall have the cooperation and assistance of the Contractor and the producer with whom he has contracted for materials. B. The Engineer shall have full entry at all reasonable times to such parts of the plant that concern the manufacture or production of the materials being furnished. C. If required by the Engineer, the Contractor shall arrange for adequate office or working space that may be reasonably needed for conducting plant inspections. Office or working space should be conveniently located with respect to the plant. It is understood and agreed that the Owner shall have the right to retest any material which has been tested and approved at the source of supply after it has been delivered to the site. The Engineer shall have the right to reject only material which, when retested, does not meet the requirements of the Contract, Plans, or Specifications,. 11/92 GP 60-2 1 60-05 FIELD OFFICE. The Contractor shall furnish a field office as shown and specified. 1 60-06 STORAGE OF MATERIALS. Materials shall be so stored as to assure the preservation of their quality and fitness for the work. Stored materials, even though approved before storage, may again be inspected prior to their use in the work. Stored materials shall be located so as to facilitate their prompt inspection. The Contractor shall coordinate the storage of all materials with the Engineer. Materials to be stored on airport property shall not create an obstruction to air navigation nor shall they interfere with the free and unobstructed movement of aircraft. Unless otherwise shown on the Plans, the storage of materials and the location of the Contractor's plant and parked equipment or vehicles shall be as directed by the Engineer. Private property shall not be used for storage purposes without written permission of the Owner or Lessee of such property. The Contractor shall make all arrangements and bear all expenses for the storage of materials on private property. Upon request, the Contractor shall furnish the Engineer a copy of the property owner's permission. All storage sites on private or airport property shall be restored to their original condition by the Contractor at his/her entire expense, except as otherwise agreed to (in writing) by the Owner or Lessee of the property. 60-07 UNACCEPTABLE MATERIALS. Any material or assembly that does not conform to the requirements of the Contract, Plans, or Specifications shall be considered unacceptable and shall be rejected. The Contractor shall remove any rejected material or assembly from the site of the work, unless otherwise instructed by the Engineer. No rejected material or assembly, the defects of which have been corrected by the Contractor, shall be returned to the site of the work until such time as the Engineer has approved its use in the work. 60-08 OWNER -FURNISHED MATERIALS. The Contractor shall furnish all materials required to complete the work, except those specified herein (if any) to be furnished by the Owner. Owner -furnished materials shall be made available to the Contractor at the location specified herein. All costs of handling, transportation from the speed location to the site of work, storage, and installing Owner - furnished materials shall be included in the unit price bid for the Contract Item in which such Owner -furnished material is used. After any Owner -furnished material has been delivered to the location specified, the Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies which may occur during the Contractor's handling, storage, or use of such Owner -furnished material. The Owner will deduct from any monies due or to become due the Contractor any cost incurred by the Owner in making good such loss due to the Contractor's handling, storage, or use of Owner -furnished materials. END OF SECTION 11/92 GP 60-3 SECTION 70 LEIJAL REGULATIONS AND RESPONSIBILITY TO PUBLIC 70-01 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all Federal and State laws, all local laws, ordinances, and regulations and all orders and decrees of bodies or tribunals having any jurisdiction or authority, which in any manner affect those engaged or employed on the work, or which in any way affect the conduct of the work. He shall at all times observe and comply with all such laws, ordinances, regulations, orders, and decrees; and shall protect and indemnify the Owner and all his/her officers, agents, or servants against any claim or liability arising from or based on the violation of any such law, ordinance, regulation, order, or decree, whether by himself or his/her employees. 70-02 PERMITS, LICENSES, AND TAXES. The Contractor shall procure all permits and licenses, pay all charges, fees, and taxes, and give all notices necessary and incidental to the due and lawful prosecution of the work. 70-03 PATENTED DEVICES, MATERIALS AND PROCESSES. If the Contractor is required or desires to use any design, device, material, or process covered by letters of patent or copyright, he shall provide for such use by suitable: legal agreement with the patentee or owner. The Contractor and the surety shall indemnify and save harmless the Owner, any third party, or political subdivision from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trademark or copyright, and shall indemnify the Owner for any costs, expenses, and damages which it may be obliged to pay by reason of an infringement, at any time during the prosecution or after the completion of the work. 70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The Owner reserves the right to authorize the construction, reconstruction, or maintenance of any public or private utility service, FAA or National Oceanic and Atmospheric Administration (NOAA) facility, or a utility service of another government agency at any time during the progress of the work. To the extent that such construction, reconstruction, or maintenance has been coordinated with the Owner, such authorized work (by others) is indicated as follows: Owner Location Person To Contact NONE Except as listed above, the Contractor shall not permit any individual, firm, or corporation to excavate or otherwise disturb such utility services or facilities located within the limits of the work without the written permission of the Engineer. - Should the ov+ner of public or private utility service, FAA, or NOAA facility, or a utility service of another government agency be authorized to construct, reconstruct, or maintain such utility service or facility during the progress of the work, the Contractor shall cooperate with such owners by arranging and performing the work in this Contract so as to facilitate such construction, reconstruction or maintenance by others whether or not such work by others is listed above. When ordered as Extra Work by the Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized work by others, unless otherwise provided for 11/92 GP 70-1 in the Contract, Plans, or Specifications. It is understood and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the work resulting from such authorized work. 70-05 FEDERAL AID PARTICIPATION. For AIP Contracts, the United States Government has agreed to reimburse the Owner for some portion of the Contract costs. Such reimbursement is made from time to time upon the Owner's request to the FAA. In consideration of the United States Government's (FAA's) Agreement with the Owner, the Owner has included provisions in this Contract pursuant to the requirements of the Airport Improvement Program, as amended, and the Rules and Regulations of the Federal Aviation Administration that pertains to the work. As required by the Program, the Contract work is subject to the inspection and approval of duly authorized representatives of the Administrator, Federal Aviation Administration and is further subject to those provisions of the rules and regulations that are cited in the Contract, Plans, or Specifications. No requirement of the Program, the rules and regulations implementing the Program, or this Contract shall be construed as making the Federal Government a party to the Contract nor will any such requirement interfere, in any way, with the rights of either party to the Contract. 70-06 SANITARY, HEALTH, AND SAFETY PROVISIONS. The Contractor shall provide and maintain in a neat, sanitary condition such accommodations for the use of his/her employees as may be necessary to comply with the requirements of the State and local Board of Health, or of other bodies or tribunals having jurisdiction. Attention is directed to Federal, State, and local laws, rules and regulations concerning construction safety and health standards. The Contractor shall not require any worker to work in surroundings or under conditions which are unsanitary, hazardous, or dangerous to his/her health or safety. 70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/her operations and those of his/her Subcontractors and all suppliers, to assure the least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration. The Contractor shall maintain the free and unobstructed movement of aircraft and vehicular traffic with respect to his/her own operations and those of his/her Subcontractors and all suppliers in accordance with the subsection titled MAINTENANCE OF TRAFFIC of Section 40 hereinbefore speed and shall limit such operations for the convenience and safety of the traveling public as specified in the subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter. 70-08 BARRICADES, WARNING SIGNS, AND HAZARD MARKINGS. The Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs and hazard markings shall be suit- ably illuminated. For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain barricades, warning signs, lights and other traffic control devices in reasonable conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office). When the work requires closing an air operations area of the airport or portion of such area, the Contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of FAA Advisory Circular 150/5340-1, Marking of Paved Areas on Airports. fl 9 11/92 GP 70-2 oo The Contractor shall furnish, erect, and maintain markings and associated lighting f p en trenches excavations, temporary stock piles, and his/her parked construction equipment that may be hazardous to the operation of emergency fire -rescue or maintenance vehicles on the airport in reasonable conformance to FAA Advisory Circular 150/5370-2, Operational Safety on Airports During Construction Activity. The Contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to FAA Advisory Circular 150/5370-2. The Contractor shall furnish and erect all barricades, warning signs, and markings for hazards prior to commencing work which requires such erection and shall maintain the barricades, warning signs, and markings for hazards until their dismantling is directed by the Engineer. Open -flame itype lights shall not be permitted within the air operations areas of the airport. 70-09 USE 43F EXPLOSIVES. When the use of explosives is necessary for the prosecution of the work, the Contractor shall exercise the utmost care not to endanger life or property, including new work. The Contractor shall be responsible for all damage resulting from the use of explosives. All explosives shall be stored in a secure manner in compliance with all laws and ordinances, and all such storage places shall tie clearly marked. Where no local laws or ordinances apply, storage shall be provided satisfactory to the Engineer and, in general, not closer than one thousand (1,000) feet from the work or from any building, road, or other place of human occupancy. The Contractor shall notify each property owner and public utility company having structures or facilities in proximity to the site of the work of his/her intention to use explosives. Such notice shall be given sufficiently in advance to enable them to take such steps as they may deem necessary to protect their property from injury. The use of electrical blasting caps shall not be permitted on or within one thousand (1,000) feet of the airport property. 70-10 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The Contractor shall be responsible for the preservation of all public and private property, and shall protect carefully from disturbance or damage all land monuments and property marks until the Engineer has witnessed or otherwise referenced , their location and shall not move them until directed. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the work, resulting from any act, omission, neglect, or misconduct in his/her manner or method of executing the work, or at any time due to defective work or materials, and said responsibility will not be released until the project shall have been completed and accepted. When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect or misconduct in the execution of the work, or in consequence of the non -execution thereof by the Contractor, he shall restore, at his/her own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, or otherwise restoring as may be directed, or he shall make good such damage or injury in an acceptable manner. 70-11 RESPONSIBILITY FOR DAMAGE CLAIMS. The Contractor shall indemnify and save harmless the , Engineer and the Owner and their officers, and employees from all suits, actions, or claims of any character brought because of any injuries or damage received or sustained by any person, persons, or property on account of the operations of the Contractor; or on account of or in consequence of any neglect in safeguarding the work; , or through use of unacceptable materials in constructing the work; or because of any act or omission, neglect or misconduct of said Contractor; or because of any claims or amounts recovered from any infringements of 11/92 GP 70-3 patent, trademark, or copyright; or from any claims or amounts arising or recovered under the "Workmen's Compensation Act," or any other law, ordinance, order, or decree. Money due the Contractor under and by virtue of his/her Contract as may be considered necessary by the Owner for such purpose may be retained for the use of the Owner or, in case no money is due, his/her surety may be held until such suit or suits, action or actions, claim or claims for injuries or damages as aforesaid shall have been settled and suitable evidence to that effect furnished to the Owner, except that money due the Contractor will not be withheld when the Contractor produces satisfactory evidence that he is adequately protected by public liability and property damage insurance. 10-12 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the parties executing the Contract that it is not intended by any of the provisions of any part of the Contract to create the public or any member thereof a third party beneficiary or to authorize anyone not a party to the Contract to maintain a suit for personal injuries or property damage pursuant to the terms or provisions of the Contract. 70-13 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary for the Contractor to complete portions of the Contract work for the beneficial occupancy of the Owner prior to completion of the entire Contract, such "phasing" of the work shall be specified herein and indicated on the Plans. When so specified, the Contractor shall complete such portions of the work on or before the date specified or as otherwise specified. The Contractor shall make his/her own estimate of the difficulties involved in arranging his/her work to permit such beneficial occupancy by the Owner as described below: Phase or Required Date or Sequence Work Shown Description of Owner's Beneficial Occupancy on Plan Sheet (See Section 80-12, Specific Airport Operating Requirements) Upon completion of any portion of the work listed above, such portion shall be accepted by the Owner in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50. No portion of the work may be opened by the Contractor for public use until ordered by the Engineer in writing. Should it become necessary to open a portion of the work to public traffic on a temporary or intermittent basis, such openings shall be made when, in the opinion of the Engineer, such portion of the work is in an acceptable condition to support the intended traffic. Temporary or intermittent openings are considered to be inherent in the work an shall not constitute either acceptance of the portion of the work so opened or a waiver of any provision of the Contract. Any damage to the portion of the work so opened that is not attributable to traffic which is permitted by the Owner shall be repaired by the Contractor at his/her expense. The Contractor shall make his/her own estimate of the inherent difficulties involved in completing the work under the conditions herein described and shall not claim any added compensation by reason of delay or increased cost due to opening a portion of the Contract work. 70-14 CONTRACTOR'S RESPONSIBILITY FOR WORK Until the Engineer's final written acceptance of the entire completed work, excepting only those portions of the work accepted in accordance with the subsection titled PARTIAL ACCEPTANCE of Section 50, the Contractor shall have the charge and care thereof and shall take every precaution against injury or damage to any part due to the action of the elements or from any other cause, whether arising from the execution or from the non -execution of the work. The Contractor shall rebuild, repair, restore, and make good all injuries or damages to any portion of the work occasioned by any of the above causes before final acceptance and shall bear the expense thereof except damage to the work due to unforeseeable causes beyond the control of and without the fault or negligence of the Contractor, including but not restricted to acts of God such as earthquake, tidal wave, tornado, hurricane or other cataclysmic phenomenon of nature, or acts of the public enemy or of governmental authorities. 11/92 GP 70-4 If the work is suspended for any cause whatever, the Contractor shall be responsible for the work and shall take such precautions necessary to prevent damage to the work. The Contractor shall provide for normal drainage and shall erect necessary temporary structures, signs, or other facilities at his/her expense. During such period of suspension of work, the Contractor shall properly and continuously maintain in an acceptable growing condition all living material in newly established plantings, seedings, and sodding furnished under his/her Contract, and shall take adequate precautions to protect new tree growth and other important vegetative growth against injury, 70-15 CONT'RACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS. As provided in the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section, the Contractor shall cooperate with the owner of any public or private utility service, FAA or NOAA, or a utility service of another government agency that may be authorized by the Owner to construct, reconstruct or maintain such utility services or facilities during the progress of the work. In addition, the Contractor shall control his/her operations to prevent the unscheduled interruption of such utility services and facilities. To the extent that such public or private utility services, FAA, or NOAA facilities, or utility services of another governmental agency are known to exist within the limits of the Contract work, the approximate locations have been indicated on the Plans and the owners are. indicated as follows: Utility Service or Facility Person to Contact Telephone Number Fishers Island Electric Co. Mr. James Hancock (516) 788-7543 It is understood and agreed that the Owner does not guarantee the accuracy or the completeness of the location , information relating to existing utility services, facilities, or structures that may be shown on the Plans or encountered in the work. Any inaccuracy or omission in such information shall not relieve the Contractor of his/her responsibility to protect such existing features from damage or unscheduled interruption of service. It is further understood and agreed that the Contractor shall, upon execution of the Contract, notify the owners of all utility services or other facilities of his/her plan of operations. Such notification shall be in writing , addressed to the PERSON TO CONTACT as provided hereinbefore in this subsection and the subsection titled RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of each notification shall be given to the Engineer. In addition, it shall be the responsibility of the Contractor to keep such individual I owners advised of changes in his/her plan of operations that would affect such owners. Prior to commencing the work in the general vicinity of an existing utility service or facility, the Contractor shall again notify each such owner of his/her plan of operation. If, in the Contractor's opinion, the owner's assistance is needed to locate the utility service or facility, or the presence of a representative of the Owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to reach the utility owner's PERSON TO CONTACT no later than two (2) normal business days prior to the Contractor's commencement of operations in such general vicinity. The Contractor shall furnish a written summary of the notification to the Engineer. The Contractor's failure to give the two (2) day's notice hereinabove provided shall be cause for the Engineer to suspend the Contractor's operations in the general vicinity of a utility service or facility. u 11/92 GP 70-5 1 1 r, Where the outside limits of an underground utility service have been located and staked on the ground, the Contractor shall be required to use excavation methods acceptable to the Engineer within three (3) feet (90 cm) of such outside limits at such points as may be required to insure protection from damage due to the Contractor's operations. Should the Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, he shall immediately notify the proper authority and the Engineer and shall take all reasonable measures to prevent further damage or interruption of service. The Contractor, in such events, shall cooperate with the utility service or facility owner and the Engineer continuously until such damage has been repaired and service restored i to the satisfaction of the utility or facility owner. ■ The Contractor shall bear all costs of damage and restoration of service to any utility service or facility due to his/her operations whether or not due to negligence or accident. The Owner reserves the right to deduct such costs from any monies due to or which may become due the Contractor, or his/her Surety. 70-16 FURNISHING RIGHTS-OF-WAY. The Owner will be responsible for furnishing all rights-of-way upon which the work is to be constructed in advance of the Contractor's operations. 70-17 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the Contract provisions or in ' exercising any power or authority granted to him by this Contract, there shall be no liability upon the Engineer, his/her authorized representatives, or any official of the Owner either personally or as an official of the Owner. It is understood that in such matters they act solely as agents and representatives of the Owner. 70-18 NO WAIVER OF LEGAL RIGHTS. Upon completion of the work, the Owner will expeditiously make final inspection and notify the Contractor of final acceptance. Such final acceptance, however, shall not preclude or estop the Owner from correcting any measurement, estimate, or certificate made before or after completion of the work, nor shall the Owner be precluded or estopped from recovering from the Contractor or his/her Surety, or both, such overpayment as may be sustained, or by failure on the part of the Contractor to fulfill his/her obligations wider the Contract. A waiver on the part of the Owner of any breach of any part of the Contract shall not be held to be a waiver of any other or subsequent breach. The Contractor, without prejudice to the terms of the Contract, shall be liable to the Owner for latent defects, fraud, or such gross mistakes as may amount to fraud, or as regards the Owner's rights under any warranty or guaranty. 70-19 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all Federal, State, and local laws and regulations controlling pollution of the environment. He shall take necessary precautions to prevent pollution of streams, hikes, ponds, and reservoirs with fuels, oils, bitumens, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and gaseous matter. iAir Pollution A. Open Burning of Combustible Waste. 1. No tires, oils, asphalt, paint or coated materials are permitted in the combustible waste piles. 2. Burning will not be permitted within one thousand (1,000) feet of a residential or built up area, nor within one hundred (100) feet of any standing timber or flammable growth. 1 11/92 3. Burning shall not be permitted unless the prevailing winds are away from a nearby town or built-up area. GP 70-6 4. Burning shall not be permitted during a local air inversion or other climatic condition, as would result in a pall of smoke over a nearby town or built-up area. 5. ]Burning shall not be permitted when the danger of brush or forest fires is made known by State, local or Federal officials. 6. The size and number of fires shall be restricted to avoid the danger of brush or forest fires. Burning shall be done under surveillance of a watchman, who will have fire fighting equipment and tools readily available. "No burning shall be permitted until the Contractor has secured a permit from the County ]Department of Health." B. Alternatives to Open Burning. 1. Sound trees, stumps and brush may be cut off within six (6) inches above the ground and allowed to remain in areas outside of areas to be paved providing the depth of embankment will exceed three an one-half (3 1/2) feet. Tap roots and other projections over one and one-half (1 1/2) inches in diameter shall be grubbed out to a depth of at least eighteen (18) inches below the finished subgrade or slope elevation. Spoil materials removed by clearing and grubbing may be buried outside of airport construction graded areas, paved or to be paved areas, existing or future runway sites and taxiway safety or apron areas. 2. 'Wood may be salvaged for firewood or commercial use or it may be chipped and disposed of for use as mulch. 3. ]Logs, brush, etc. may be removed to an authorized disposal area or disposed of to the general public without charge. C. Excessive Dust Causes. 1. Common construction operations which may cause excessive dust include: a. Quarry, drilling and rock crushing. lb. Clearing, grubbing and stripping. c. Excavation and placement of embankment. I Cement and aggregate handling. e. Cement or time stabilization. f. Blasting. Ig. Use of haul roads. h. Sandblasting or grinding. 2. Other construction items which may cause air pollution are: a. Volatiles escaping from asphalt and cut back materials. lb. Use of herbicides or fertilizers. c. Smoke from asphalt plants or heater/planers. D. Control of Dust and Other Air Pollutants. 11/92 1. Control of Dust and Other Air Pollutants shall be the responsibility of the Contractor and may include the following control methods: GP 70-7 I Water Pollution A. The Contractor shall use suitable precautions to minimize water pollution during the progress of the work. Erosion control devices or methods may consist of berms, dikes, clams, drains, sediment basins, fiber mats, woven plastic filter cloths, gravel, mulches, quick growing grasses, sod, bituminous spray or other control devices. The control devices shall be as shown on the Plans and/or specified. IB. The amount of surface area of erodible earth at any ode time'shall not exceed seven hundred fifty thousand (750,000) square feet unless otherwise specified by the Engineer. C. Pollutants such as fuels, lubricants, bitumens, raw sewage and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into natural or man-made channels leading thereto. Wash water or waste from concrete mixing or curing operations should not be allowed to enter live streams, etc. In the event of conflict between these requirements and pollution control laws, rules or regulations or other Federal, State or local agencies, the more restrictive laws, rules, or regulations shall apply. 70-20 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise speed in this subsection, the Contractor is advised that the site of the work is not within any property, district, or site, and does not contain any building, structure, or object listed in the current National Register of Historic Places published by the United States Department of Interior. Should the Contractor encounter, during his/her operations, any building, part of a building, structure, or object which is incongruous with its surroundings, he shall immediately cease operations in that location and notify the Engineer. The Engineer will immediately investigate the Contractor's finding and will direct the Contractor to either resume his/her operations or to suspend operations as directed. Should the Engineer order suspension of the contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform Extra Work, such shall be covered by an appropriate Contract modification (Change Order or Supplemental Agreement) as provided in the subsection titled EXTRA WORK of Section 40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT 1 11/92 GP 70-8 a. Drilling apparatus equipped with water or chemical dust controlling systems. b. Exposing the minimum area of land. c. Applying temporary mulch with or without seeding. d. Use of water sprinkling trucks. e. Use of covered haul trucks. f. g. Use of stabilizing agents in solution. Use of dust palliative and penetration asphalt on temporary roads. h. Use of wood chips in traffic or work areas. i. Use of vacuum equipped sandblasting systems. j. Use of plastic sheet coverings. k. Restricting the application rate of herbicides to recommended dosage. Materials should be covered and protected from the elements. Application, equipment and empty containers shall not be rinsed and discharged as to pollute a stream, etc. or the groundwater. 1. Bituminous mixing plants shall be equipped with a dust collector, to waste or return uniformly to the hot elevator all or any part of the material collected, as stated in Specifications P201 and m. P401 and Advisory Circular 150/5370-1A. Delay of operations until climate or wind conditions dissipate or inhibit the potential pollutants in a manner satisfactory to the Engineer. I Water Pollution A. The Contractor shall use suitable precautions to minimize water pollution during the progress of the work. Erosion control devices or methods may consist of berms, dikes, clams, drains, sediment basins, fiber mats, woven plastic filter cloths, gravel, mulches, quick growing grasses, sod, bituminous spray or other control devices. The control devices shall be as shown on the Plans and/or specified. IB. The amount of surface area of erodible earth at any ode time'shall not exceed seven hundred fifty thousand (750,000) square feet unless otherwise specified by the Engineer. C. Pollutants such as fuels, lubricants, bitumens, raw sewage and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into natural or man-made channels leading thereto. Wash water or waste from concrete mixing or curing operations should not be allowed to enter live streams, etc. In the event of conflict between these requirements and pollution control laws, rules or regulations or other Federal, State or local agencies, the more restrictive laws, rules, or regulations shall apply. 70-20 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise speed in this subsection, the Contractor is advised that the site of the work is not within any property, district, or site, and does not contain any building, structure, or object listed in the current National Register of Historic Places published by the United States Department of Interior. Should the Contractor encounter, during his/her operations, any building, part of a building, structure, or object which is incongruous with its surroundings, he shall immediately cease operations in that location and notify the Engineer. The Engineer will immediately investigate the Contractor's finding and will direct the Contractor to either resume his/her operations or to suspend operations as directed. Should the Engineer order suspension of the contractor's operations in order to protect an archaeological or historical finding, or order the Contractor to perform Extra Work, such shall be covered by an appropriate Contract modification (Change Order or Supplemental Agreement) as provided in the subsection titled EXTRA WORK of Section 40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT 1 11/92 GP 70-8 3. Comptroller's Approval. In accordance with Section 112 of the State Finance Law (or, if this WORK of Section 90. If appropriate, the Contract modification shall include an extension of Contract time in , accordance with the Subsection titled DETERMINATION AND EXTENSION OF CONTRACT TIME of Section 80. 70-21 NEW YORK STATE DEPARTMENT OF TRANSPORTATION REQUIREMENTS. A. Standard Clauses For All New York State Contracts (Appendix A). The parties to the attached contract, license, lease, amendment or other agreement of any kind (hereinafter, "the contract" or "this contract") agree to be bound by the following clauses which are hereby made a part of the contract (the word "Contractor" herein refers to any party other than the State, whether a contractor, licensor, licensee, lessor, lessee or any other party): 1. Executory Clause. In accordance with Section 41 of the State Finance Law, the State shall have no ' liability under this contract to the Contractor or to anyone else beyond funds appropriated and available for this contract. 2. Non -Assignment Clause. In accordance with Section 138 of the State Finance Law, this Contract may not be assigned by the Contractor or its right, title or interest therein assigned, transferred, conveyed, sublet or otherwise disposed of without the previous consent, in writing, of the State and , any attempts to assign the contract without the State's written consent are null and void. The Contractor may, however, assign its right to receive payment without the State's prior written consent unless this contract concerns Certificates of Participation pursuant to Article 5-A of the State Finance Law. , 3. Comptroller's Approval. In accordance with Section 112 of the State Finance Law (or, if this contract is with the State University or City University of New York, Section 355 or Section 6218 , of the Education Law), if this contract exceeds $5,000 ($20,000 for certain S.U.N.Y. and C.U.N.Y. contracts), or if this is an amendment for any amount to a contract which, as so amended, exceeds said statutory amount, or if, by this contract, the State agrees to give something other than money, it shall not be valid, effective or binding upon the State until it has been approved by the State Comptroller and filed in his office. 4. Worker's Compensation Benefits. In accordance with Section 142 of the State Finance Law, this contract shall be void and of no force and effect unless the Contractor shall provide; and maintain coverage during the life of this contract for the benefit of such employees as are required to be covered by the provisions of the Workers' Compensation Law. ' 5. Non -Discrimination Requirements. In accordance with Article 15 of the Executive Law (also known as the Human Rights Law) and all other State and Federal statutory and constitutional non- discrimination provisions, the Contractor will not discriminate against any employee or applicant for employment because of race, creed, color, sex, national origin, age, disability or marital status. Furthermore, in accordance with Section 220-e of the Labor Law, if this is a contract for the construction, alteration or repair of any public building or public work or for the manufacture, sale or distribution of materials, equipment or supplies, and to the extent that this contract shall be performed within the State of New York, Contractor agrees that neither it nor its subcontractors shall, by reason of race, creed, color, disability, sex or national origin: (a) discriminate in hiring against any New York State citizen who is qualified and available to perform the work; or (b) discriminate against or intimidate any employee hired for the performance of work under this contract. If this is a building service contract as defined in Section 230 of the Labor Law, then, in accordance with Section 239, thereof, Contractor agrees that neither it nor its Subcontractors shall, by reason of race, creed, color, national origin, age, sex or disability: (a) discriminate in hiring 11/92 GP 70-9 1 against any New York State citizen who is qualified and available to perform the work: or (b) discriminate against or intimidate any employee hired for the performance of work under this contract. Contractor is subject to fines of $50.00 per person per day for any violation of Section 220-e or Section 239 as well as possible termination of this contract and forfeiture of all moneys due hereunder for a second or subsequent violation. 6. Wage and Hours Provisions. If this is a public work contract covered by Article 8 of the Labor Law or a building service contract covered by Article 9 thereof, neither Contractor's employees nor the employees of its subcontractors may be required or permitted to work more than the number of hours or days stated in said statues, except as otherwise provided in the Labor Law and as set forth in prevailing wage and supplement schedules issued by the State Labor Department. Furthermore, Contractor and its Subcontractors must pay at least the prevailing wage rate and pay or provide the prevailing supplements, including the premium rates for overtime pay, as determined by the State Labor Department in accordance with the Labor Law. 7. Non -Collusive Bidding Requirement. In accordance with Section 139-d of the State Finance Law, if this contract was awarded based upon the submission of bids, Contractor warrants, under penalty of perjury, that its bid was arrived at independently and without collusion aimed at restricting competition. Contractor further warrants that, at the time contractor submitted its bid, an authorized and responsible person executed and delivered to the State a non -collusive bidding certification on Contractor's behalf. ' 8. International Boycott Prohibition. In accordance with Section 220-f of the Labor Law and Section 139-h of the State Finance Law, if this contract exceeds $5,000, the Contractor agrees, as a material condition of the contract, that neither the Contractor nor any substantially owned or affiliated person, firm, partnership or corporation has participated, is participating, or shall participate in an ' international boycott in violation of the federal Export Administration Act of 1979 (50 USC App. Sections 2401 et seq.) or regulations thereunder. If such Contractor, or any of the aforesaid affiliates of Contractor, is convicted or is otherwise found to have violated said laws or regulations ' upon the final determination of the United States Commerce Department or any other appropriate agency of the United States subsequent to the Contract's execution, such contract, amendment or modification thereto shall be rendered forfeit and void. The Contractor shall so notify the State Comptroller within five (5) business days of such conviction, determination or disposition of appeal (2 NYCRR 105.4). 9. Set -Off Rights. The State shall have all of its common law and statutory rights of set-off. These ' rights shall include, but not be limited to, the State's option to withhold for the purposes of set-off any moneys due to the Contractor under this contract up to any amounts due; and owing to the State with regard to this contract, any other contract with any State department or agency, including any contract for a term commencing prior to the term of this contract, plus any amounts due and owing to the State for any other reason including, without limitation, tax delinquencies, fee delinquencies or monetary penalties relative thereto. The State shall exercise its set-off rights in accordance with normal State practices including, in cases of set-off pursuant to an audit, the finalization of such 1 audit by the State agency, its representatives, or the State Comptroller. 10. Records. The Contractor shall establish and maintain complete and accurate books, records, documents, accounts and other evidence directly pertinent to performance under this contract (hereinafter, collectively "the Records"). The Records must be kept for the balance of the calendar year in which they were made and for six (6) additional years thereafter. The State Comptroller, the Attorney General and any other person or entity authorized to conduct an examination, as well as the agency or agencies involved in this contract, shall have access to the Records during normal business hours at an office of the Contractor within the State of New York or, if no such office is 1 11/92 GP 70-10 1 11/92 I7 LJ available, at a mutually agreeable and reasonable venue within the State, for the term speed above for the purposes of inspection, auditing and copying. The State shall take reasonable steps to protect from public disclosure any of the Records which are exempt from disclosure under ' Section 87 of the Public Officers Law (the "Statute") provided that: (i) the Contractor shall timely inform an appropriate State official, in writing, that said records should not be disclosed; and (ii) said records shall be sufficiently identified; and (iii) designation of said records as exempt under the Statute is reasonable. Nothing contained herein shall diminish, or in any way adversely affect, the State's right to discovery in any pending or future litigation. 11. Identifying Information and Privacy Notification: I (a) Federal Employer Identification Number and/or Federal Social Security Number. All invoices or New York State standard vouchers submitted for payment for the sale of goods or services or the lease of real or personal property to a New York State agency must include the payee's identification number, i.e., the seller's or lessor's identification number. The number is either the payee's Federal employee identification number or Federal social security number, or both such numbers when the payee has both such numbers. Failure to include This number or numbers may delay payment. Where the payee does not have such number or numbers, the payee, on his invoice or New York State standard voucher, must give the reason or reasons why the payee does not have such number or numbers. ' (b) Privacy Notification. (1) The authority to request the above personal information from a seller of goods or services , or a lessor of real or personal property, and the authority to maintain such information, is found in Section 5 -of the State Tax Law. Disclosure of this information by the seller or lessor to the State is mandatory. The principal purpose for which the information is collected is to enable the State to identify individuals, businesses and others who have been delinquent in filing tax returns or may have understated their tax liabilities and to generally identify persons affected by the taxes administered by the Commissioner of Taxation and Finance. The information will be used for tax administration purposes and for any other purpose authorized by law. (2) The personal information is requested by the purchasing unit of the agency contracting to purchase the goods or services or lease the real or personal property covered by this contract or lease. The information is maintained in New York State's Central Accounting System by the Director of State Accounts, Office of the State Comptroller, AESOB, Alb;iny, New York 12236. 12. Equal Employment Opportunities For Minorities And Women. In accordance with Section 312 of the Executive Law, if this contract is: (i) a written agreement or purchase order instrument, providing for a total expenditure in excess of $25,000.00, whereby a contracting agency is committed to expend or does expend funds in return for labor, services, supplies, equipment, materials or any combination of the foregoing, to be performed for, or rendered or furnished to the contracting agency; or (u) a written agreement in excess of $100,000.00 whereby a contracting agency is committed to expend or does expend funds for the acquisition, construction, demolition, replacement, major repair or renovation of real property and improvements thereon; or (iii) a , written agreement in excess of $100,000.00 whereby the owner of a State assisted housing pfoject is committed to expend or does expend funds for the acquisition, construction, demolition, replacement, major repair or renovation of real property and improvements thereon for such project, then: GP 70-11 1 (a) The contractor will not discriminate against employees or applicants for employment because of race, creed, color, national origin, sex, age, disability or marital status, and will undertake or continue existing programs of affirmative action to ensure that minority group members and women are afforded equal employment opportunities without discrimination. Affirmative action shall mean recruitment, employment, job assignment, promotion, upgradings, demotion, transfer, layoff, or termination and rates of pay or other forms of compensation; (b) at the request of the contracting agency, the Contractor shall request each employment agency, labor union, or authorized representative of workers with which it has a collective 1 bargaining or other agreement or understanding, to furnish a written statement that such employment agency, labor union or representative will not discriminate on the basis of race, creed, color, national origin, sex, age, disability, or marital status, and that such union or representative will affirmatively cooperate in the implementation of the contractor's obligations herein; and (c) the contractor shall state, in all solicitations or advertisements for employees, that, in the performance of the State contract, all qualified applicants will be afforded equal employment opportunities without discrimination because of race, creed, color, national origin, sex, age, disability, or marital status. ' Contractor will include the provisions of "a% "b", and "c", above, in every subcontract over $25,000.00 for the construction, demolition, replacement, major repair, renovation, planning or design of real property and improvements thereon (the "Work") except where the Work is for the beneficial use of the contractor. Section 312 does not apply to: (i) work, goods or services unrelated to this contract; or (ii) employment outside New York State; or (ill) banking services, insurance policies or the sale of securities. The State shall consider compliance by a contractor or subcontractor with the requirements of any federal law concerning equal employment opportunity which effectuates the purpose of this section. The contracting agency shall determine whether the imposition of the requirements of the provisions hereof duplicate or conflict with any such federal law and if such duplication or conflict exists, the contracting agency shall waive the applicability of Section 312 to the extent of such duplication or conflict. Contractor will comply with all duly promulgated and lawful rules and regulations of the Governor's Office of Minority and Women's Business Development pertaining hereto. 13. Conflicting Terms. In the event of a conflict between the terms of the contract (including any and all attachments thereto and amendments thereof) and the terms of this Appendix A, the terms of this Appendix A shall control. 14. Governing Law. This contract shall be governed by the laws of the State of New York except where the federal supremacy clause requires otherwise. 15. Late Payment. Timeliness of payment and any interest to be paid to Contractor for late payment shall be governed by Article XI -A of the State Finance Law to the extent required by law. 16. No Arbitration. Disputes involving this contract, including the breach or alleged breach thereof, may not be submitted to binding arbitration (except where statutorily authorized) but must, instead, ' be heard in a court of competent jurisdiction of the State of New York. 17. Service of Process. In addition to the methods of service allowed by the State Civil Practice Law & Rules ("CPLR"), contractor hereby consents to service of process upon it be registered or certified mail, return receipt request. Service hereunder shall be complete upon contractor's actual receipt of process or upon the State's receipt of the return thereof by the United States Postal 11/92 GP 70-12 Service as refused or undeliverable. Contractor must promptly notify the State, in venting, of each ' and every change of address to which service of process can be made. Service by the State to the last known address shall be sufficient. Contractor will have thirty (30) calendar days after service ' hereunder is complete in which to respond. B. Terms and Conditions (Addendum No. 1) 1 1. The Grantee agrees to incorporate or cause to be incorporated into any contract for construction work, or furnishing of any materials, supplies, or equipment or professional consulting services of any kind in connection with the Project, clauses under which the Contractor: I a. Agrees to procure and maintain insurance of the kinds and in the amounts hereinafter provided in Schedule I hereof. b. Agrees that he will comply with the requirements of the State Labor Law and particularly Sections 220 and 220-4 thereof as amended, and as set forth in Appendix A hereof. c. Agrees that during the performance of this contract, the Contractor will not discriminate against any employee or applicant for employment because of race, creed, sex, color or national origin and will comply with the Non -Discrimination provisions set forth in Appendix A hereof. , d. Agrees that he will cause all persons employed upon the work including his subcontractors, agents, officers and employees, to comply with all applicable laws in the jurisdiction in which the work is performed. e. Agrees not to assign, transfer, convey, sublet or otherwise dispose of this agreement or any part thereof, or of its right, title or interest therein or its power to execute such agreement to any person, company or corporation without the previous consent in writing of the Grantee and the Commissioner of Transportation. E Agrees that in accordance with its status as an independent contractor, it will conduct itself with , such status that it will neither hold itself out as nor claim to be an officer or employee of the State by reason hereof, and that it will not by reason hereof, make any claim demand of application to or for any right or privilege applicable to an officer or employee; of the State, including, but not limited to, Workmen's Compensation coverage, Unemployment Insurance Benefits, Social Security coverage or Retirement membership or Credit. g. Agrees that this agreement may be canceled or terminated by the Grantee if any work under this agreement is in conflict with the provisions of Section 74 of the Public Officers Law. h. Agrees that any patentable result arising out of this Agreement, as well as all[ information, designs, specification, know-how, data, and findings, shall be made available without cost to the State or its licenses for public use. i. Agrees that for construction work he will furnish a performance bond in an amount at least equal to 100 percent of this contract price as security for the faithful performance of his contract and also a labor and material bond in an amount equal to 100 percent of his contract , price as security for the payment of all persons performing labor on the project under his contract and furnishing materials in connection with his contract. The performance bond and the labor and material bond may be in one or in separate instruments in accordance with law. , 11/92 GP 70-13 1 1 L.J 1 F1 17 L j. Agrees that the Commissioner and the State Comptroller reserve the right to audit and inspect the work of the contractor and any and all records thereof through representatives of the State, as well as through officers and employees of the State, as they shall determine. k. Agrees that the State shall not be obligated or liable hereunder to any party other than the Grantee. 1. Agrees that if any provision of this Agreement is held invalid, the remainder of this Agreement shall not be affected thereby if such remainder would then continue to conform to the terms and requirements of the applicable law. in. Agrees that by execution of the Agreement the Contractor represents that it has not paid and, also, agrees not to pay, any bonus or commission for the purpose of obtaining an approval of this agreement. n. Agrees that all project documents requiring formal approval by a Federal Agency will be submitted to the Commissioner for his prior approval and forwarding to the Federal Agency for its formal approval. 2. The Grantee agrees to give full opportunity for free, open and competitive bidding for each contract to be let by it calling for construction or the furnishing of any materials, supplies, or equipment to be paid for with Project funds in accordance with the requirements of Section 103 of the General Municipal Law, the State Finance Law and any other applicable State Laws, Regulations or any requirements or opinions of the State comptroller. 3. The Grantee agrees that contracts for professional or consulting services may be negotiated, but they must be in writing and must state the maximum compensation or reimbursement to be paid. Negotiations must be adequately documented to show consultants considered, proposals received, reasons for selecting the proposed consultant, and the unit basis or other detailed explanation in support of the amount of compensation to be paid. C. Clauses to be Included in Grantee Contracts (Schedule I, Insurance). 1 11/92 The grantee agrees to incorporate or cause to be incorporated into any contract in connection with the Project, the following clauses: The Contractor agrees to procure and maintain insurance of the kinds and in the amounts hereafter provided in insurance companies authorized to do business in New York State, covering all operations under the contract whether performed by it or Subcontractors. Before commencing the work, the Contractor shall furnish the Grantee a certificate or certificates in form satisfactory to the Grantee showing that it has complied with this Schedule, which certificate or certificates shall not be changed or canceled until thirty days written notice has been given to the Grantee. The kinds and amounts of insurance required are as follows: 1. Policy or policies covering the obligations of the Contractor in accordance with the provisions of any applicable Workmen's Compensation or Disability Benefits Law, including for the State of New York, Chapter 41, Laws of 1914, as amended, known as the Workmen's Compensation Law, and amendments thereto, and Chapter 600 of the Laws of 1949, as amended, known as the Disability Benefits Law, and this agreement shall be void and no effect unless the Contractor procures such policy or policies and maintains the same in force during the term of his contract. GP 70-14 2. Protective liabilityinsurance issued to and covering the liability of the Grantee the State the ' �g ty , , Commissioner and all employees or other representatives of each of them, bothh officially and personally with respect to all operations under the contract including omissions and supervisory acts ' of the Grantee, the State, the Commissioner and their employees or other representatives with the following limits: Construction , Bodily Injury Liability Property Damage Liability Each Person Each Occurrence Each Occurrence Aggregate $1,000,000 $3,000,000 $1,000,000 $3,000,000 Consultant and Other Services Bodily Injury Liability Property Damage Liability Each Person Each Occurrence Each Occurrence Aggregate $100,000 $300,000 $100,000 $300,000 3. Liability insurance issued to and covering the liability of the Contractor with respect to all work ' performed by him under this Agreement. 4. Liability insurance issued to and covering the liability of each of the Contractor's Subcontractors with respect to all work performed by said Subcontractor under this Agreement. 5. Protective liability insurance issued to and covering the liability of the Contractor with respect , to all work under this Agreement performed for the contractor by Subcontractor. 6. Protective liability insurance issued to and covering the liability of the Grantee and all employees of the Grantee, both officially and personally, with respect to all operations under ' this agreement by the Contractor or by his Subcontractor, including omissions and supervisory acts of the Grantee and its employees. Note: If work is to be performed by forces of the Grantee, the Grantee will provide or cause to be ' provided the insurance coverage provided in Paragraph 2 above. 70-22 REQUIRED PROVISIONS FOR FEDERALLY ASSISTED AIRPORT CONSTRUCTION PROJECTS. A. Required Notices For Contracts Over $10,000 1. The following is to be made a part of all solicitations for bids on all federally -assisted construction contracts or subcontracts in excess of $10,000.00. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246, AS AMENDED) 2. The offeror's or bidder's attention is called to the "Equal Opportunity Clause" and the "Standard ' Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 3. The goals for minority and female participation, expressed in percentage terms FOR THE CONTRACTOR'S WORKFORCE on all construction work in a covered area, are as follows: 11/92 GP 70-15 1 DI C 11 Goals for Minority Participation Goals for Female Participation 5.8% 6.9% a. These goals are applicable to all the Contractor's CONSTRUCTION WORKFORCE (whether or not it is Federal or federally -assisted) performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the Contractor also is subject to the goals for both its federally involved and non -federally involved construction. b. The Contractor's compliance with the executive order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-43(a), and its efforts to meet the goals established for the geographical area where the contract resulting from this solicitation is to be performed The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project, for the sole purpose of meeting the Contractor goals shall be a violation of the contract, the executive order, and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 4. The Contractor shall provide written notification to the Director, OFCCP, within 10 working days of award of any construction subcontract in excess of $10,000.00 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address, and telephone number of the Subcontractor, employer identification number, estimated dollar amount of the subcontract, estimated starting and completion dates of the subcontract, and the geographical area in which the contract is to be performed 5. As used in this notice and in the contract resulting from this solicitation, the "covered area" is Suffolk County, New York. B. Required Notice For Contractors/Subcontractors With 50 or More Employers and Contracts Over $50,000.00. All Contractors and Subcontractors performing on federally -assisted projects are required to file annually (on or before March 31) complete and accurate reports on SF 100 (Employee Information Report, EEO -1) to the Joint Reporting Committee. The first report is due within 30 days after award unless such report was filed within the preceding 12 -month period. Standard Form 100 is normally furnished based on a mailing list, but can be obtained from the Joint Reporting Committee, Post Office Box 2736, Norfolk, Virginia 20501. Contractors/Subcontractors with Contracts over $10,000.00. ' As indicated in Paragraph 5 of the EEO Clause, monthly Employment Utilisation Reports, CC 257 (previously SF 257) will be submitted to the OFCCP, Department of Labor, 3535 Market Street, Room 1310, Philadelphia, Pennsylvania 19104. r ' 11/92 GP 70-16 C. Special Provisions Relating to AIP Assisted Construction Projects in Excess of $10,000 During the performance of this contract, the Contractor agrees as follows: ' 1. The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The Contractor will take affirmative action to insure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following. employment, upgrading, demotion, or transfer; recruitment or recruitment advertising, layoff or termination, rates of pay or other compensation; and selection for training, including apprenticeship. The Contractor agrees to post, in conspicuous places available to employees and applicants for employment, notices (to be provided) setting forth the provisions of this nondiscrimination clause. 2. The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin. 3. The Contractor will send, to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice (to be provided) advising the said labor union or workers' representatives of the Contractor's commitments under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 4. The Contractor will comply with all provisions of Executive Order 11246, as amended, of September 24, 1965, and the rules, regulations, and relevant orders of the Secretary of Labor,. 5. The Contractor will furnish all information and reports required by Executive Order 11246, as amended, of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the Comptroller General of the United States, Department of Transportation, FAA and the Secretauy of Labor for purposes of investigation to ascertain compliance with such rules, regulations and orders. 6. In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract , or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally -assisted construction contracts in accordance with procedures authorized in Executive Order 11246, as amended, of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246, as amended, of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise , provided by law. 7. The Contractor will include the portion of the sentence immediately preceding Paragraph 1 and the provisions of Paragraphs 1 through 7 in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order 11246, as amended, September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the FAA may direct as a means of enforcing such provisions, including sanctions for noncompliance; provided, however, that in the event a contractor becomes involved in, or is threatened with litigation with a Subcontractor or vendor as a result of such direction by the FAA, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 11/92 GP 70-17 ' 1 1 1 1 1 1 i 1 1 1 1 1 11/92 Contractors and Subcontractors may satisfy the requirements of Paragraph 2 of the referenced EEO clause by complying with any of the following: a) Stating in the Invitations for Bids that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin, or b) Including appropriate insignia in display or other advertising as prescribed by the Department of Labor, or c) Using a single advertisement grouped with other advertisements under a caption which clearly states that all employers in the group assure all qualified applicants will have equal consideration for employment without regard to race, color, religion, sex, or national origin, or d) Using the phrase "an equal opportunity employer" in a single advertisement in clearly distinguishable type. SEE POSTER NEXT PAGE GP 70-18 NOTICES TO BE POSTED PER PARAGRAPHS (1) ' AND (3) OF THE EEO CLAUSE (POSTER NO. 1) ' EQUAL EMPLOYMENT OPPORTUNITY IS THE LAW -DISCRIMINATION IS PROHIBITED BY THE CIVIL RIGHTS ACT OF 1%4 AND BY EXECUTIVE ORDER NO.11246. TITLE VII OF THE CIVIL RIGHTS ACT OF 1%4 - ADMINISTERED BY: THE EQUAL EMPLOYMENT OPPORTUNITY COMMISSION Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin by Employers with 75 or more employees by Labor Organizations with a hiring hall of 75 or more members by Employment Agencies and by Joint Labor -Management Committees for Apprenticeship or Training. After July 1, 1957, employers and labor organizations with 50 or more employees or members will be covered; after July 1, 1968, those with 25 or more will be covered. ANY PERSON WHO BELIEVES HE OR SHE HAS BEEN DISCRIMINATED AGAINST SHOULD CONTACT (POSTER NO. 2) ' THE EQUAL EMPLOYMENT OPPORTUNITY COMMISSION 1800 G STREET, NW, WASHINGTON DC 20506 ' EXECUTIVE ORDER NO. 11246 - ADMINISTERED BY: ' THE OFFICE OF FEDERAL CONTRACT COMPLIANCE Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin, and regdi res affirmative action to ensure equality of opportunity in all aspects of employment. By all Federal Government Contractors and Subcontractors, and by Contractors Performing Work Under a Federally -Assisted Construction Contract, regardless of the number of employees in either case. ANY PERSON WHO BELIEVES HE OR SHE HAS BEEN DISCRIMINATED AGAINST SHOULD CONTACT THE OFFICE OF FEDERAL CONTRACT COMPLIANCE U.S. DEPARTMENT OF LABOR, WASHINGTON, DC 20210 J 1 1 11-1 11/92 GP 70-19 , 1 1) Black (all persons having origins in any of the Black African racial groups not of Hispanic � . off); 2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American, or other Spanish culture or origin regardless of race); 3) Asian and Parc Islander (all persons having origins in any of the original peoples of the Far East, Southeast, Asia, and the Indian Subcontinent, or the Parc Islands); and 4) American Indian or Alaskan native (all persons having origins in any of the original peoples ' of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work ' involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the plan area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clause and to make a good faith effort to achieve each goal under the plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in Paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and ' 11/92 GP 70-20 1 D. Standard Federal Equal Employment Opportunity Construction CONTRACT SPECIFICATIONS (Executive Order 11246, as Amended). The following specifications shall be made a part of all federally -assisted construction contracts or subcontracts over $10,000.00 AND included in all invitations for bids: ' 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this ' contract resulted: b. "Director" means Director, Office of Federal Contract Compliance Programs (OFCCP), U.S. ' Department of Labor, or any person to whom the Director delegates authority, c. "Employer identification number" means the Federal social security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941; "Minority" d. includes: 1) Black (all persons having origins in any of the Black African racial groups not of Hispanic � . off); 2) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American, or other Spanish culture or origin regardless of race); 3) Asian and Parc Islander (all persons having origins in any of the original peoples of the Far East, Southeast, Asia, and the Indian Subcontinent, or the Parc Islands); and 4) American Indian or Alaskan native (all persons having origins in any of the original peoples ' of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work ' involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the plan area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participating in the plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved plan is individually required to comply with its obligations under the EEO clause and to make a good faith effort to achieve each goal under the plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in Paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and ' 11/92 GP 70-20 1 11/92 I] female utilization the Contractor should reasonably be able to achieve in each comstruction trade , in which it has employees in the covered area. Covered construction Contractors performing construction work in a geographical area where they do not have a Federal or federally -assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the Federal Register in notice form, and such notices may be obtained from any OFCCP office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. S. Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the Contractor has a collective bargaining agreement to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, as amended, or the regulations promulgated pursuant thereto. 6. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure EEO. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully and shall implement affirmative action steps at least as extensive as the following. a. Ensure and maintain in a working environment free of harassment, intimidation, and coercion ' at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other onsite , supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. ' b. Establish and maintain a current list of minority and female recruitment sauces, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations responses. c. Maintain a current file of the names, addresses, and telephone numbers of each minority and ' female off -the -street applicant and minority or female referral from a union, a recruitment sources; or community organization and of what action was taken with respect; to each such individual. If such individual was sent to the union hiring hall for referral and was not referred ' back to the Contractor by the union or, if referred, not employed by the *Contractor, this shall be documented in the file with the reason therefore along with whatever additional actions the Contractor may have taken. , d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that , the union referral process has impeded the Contractor's efforts to meet its obligations. GP 70-21 1 1 e. Develop on-the-job training opportunities and/or participate in training programs for the areas which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. ' ' f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy I with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each ' location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination, or other employment decisions including spec review of ithese items with onsite supervisory personnel such as superintendents, general foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and ' disposition of the subject matter. ' h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractors and Subcontractors with whom the Contractor does or anticipates doing business. ' i. its both to female, Direct recruitment efforts, oral and written, minority, and community organizations, to schools with minority and female students; and to minority and female recruitment and training organization serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations, such as the above, describing the openings, screening ' procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer, and vacation employment to minority and female youth both on the site and in other areas of a Contractor's workforce. ' k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and evaluation, at least of all minority and female personnel, for promotional opportunities and encourage- these employees to seek or to prepare for, through appropriate training, etc., such opportunities. in. Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. 1 11/92 GP 70-22 1 n. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor -union, contractor -community, or other similar groups of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these specifications provided that the contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor's minority and female workforce participation, makes good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the contractor. The obligation to comply, however, is the contractor's and failure of such a group to fulfill an obligation shall not be a defense for the contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide EEO and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the contractor may be in violation of the executive order if a particular group is employed in a substantially disparate number (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the executive order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246, as amended. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination, and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and in its implementing regulations, by the OFCCP. Any contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in Paragraph 7 of these specifications so as to achieve maximum results form its efforts to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the executive order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 11/92 GP 70-23 14. The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government, and to keep records. Records shall at least include for each employee, the name, address, telephone number, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the; work was performed. Records shall be maintained in an easily understandable and retrievable form; however,to the degree that existing records satisfy this requirement, contractors shall not be; required to maintain I separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). ' E. Title VI of the Civil Rights Act of 1964 Nondiscrimination in Federally -Assisted Programs of The Department of Transportation. ' During the performance of this contract, the Contractor, for itself, its assigns and successors in interest (hereinafter referred to as the Contractor) agrees as follows: 1. Compliance With Regulations. The Contractor shall comply with the Regulations relative to ' nondiscrimination in federally -assisted programs of the Department of Transportation (hereinafter, DOT) Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time (hereafter, Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination. The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of Subcontractors, including procurements of materials and retention of Subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations including employment practices when the contract covers a program set forth in. Appendix B of the Regulations. ' 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment. In all solicitations either by competitive bidding or negotiation made by the Contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports. The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the sponsor of the ' Federal Aviation Administration to be pertinent to ascertain compliance with such Regulations, orders, and instructions. Where any information required of a Contractor is in the exclusive possession of another who fails or refuses to furnish this information the Contractor shall so certify 1 to the sponsor or the FAA as appropriate, and shall set forth what efforts it has made to obtain the information. 11/92 GP 70-24 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this contract, the sponsor shall impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: a. Withholding of payments to the Contractor under the contract until the Contractor complies, and/or; b. Cancellation, termination, or suspension of the contract, in whole or in part. 6. Incorporation of Provisions. The Contractor shall include the provisions of Paragraphs 1 and 5 in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as the sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, however, that, in the event a Contractor becomes involved in, or is threatened with, litigation with a Subcontractor or supplier as a result of such direction, the Contractor may request the sponsor to enter into such litigation to protect the interests of the sponsor and, in addition, the Contractor may request the United States to enter into such litigation to protect the interests of the United States. 7. Breach of Contract Terms - Sanctions. Any violation or breach of the terms of this contract on the part of the Contractor/Subcontractor may result in the suspension or termination of this contract or such other action which may be necessary to enforce the rights of the parties of this agreement. F. Standard Requirements for Airport Improvement Program Contracts. The following is required to be included in all federally -assisted construction contracts. 1. AIP Project. The work in this contract is included in AIP Project No. 3-36-0029-X08-93 which is being undertaken and accomplished by the Town of Southold in accordance with the terms and conditions of a grant agreement between the Town of Southold, hereinafter referred to as the Sponsor, and the United States, under the Airport and Airway Improvement Act of 1982 (ARIA) (P.L. 97-248, 49 U.S.C. 2201 et seq) and Part 152 of the Federal Aviation Regulations (FAR) (14 CFR Part 152), or its successor regulation, pursuant to which the United States has agreed to pay a certain percentage of that Act. The United States is not a party to this contract and no reference in this contract to the FAA or any representative thereof, or to any rights granted to the FAA or any representative thereof, or the United States, by the contract, makes the United States a party to this contract. 2. Consent to Assignment. The Contractor shall obtain the prior written consent of the sponsor to any proposed assignment of any interest in or part of this contract. 3. Veteran's Preference. In the employment of labor (except in executive, admnaistrative, and supervisory positions), preference shall be given to veterans of the Vietnam era and disabled veterans. However, this preference may be given only where the individuals are available and qualified to perform the work to which the employment relates. 4. FAA Inspection and Review. The Contractor shall allow any authorized representative of the FAA to inspect and review any work or materials used in the performance of this contract. u n 11 11/92 GP 70-25 1 Ir L 5. Inspection Records. The Contractor shall maintain an acceptable cost accounting system. The Sponsor, the FAA, and the Comptroller General of the United States shall have access to any ' books, documents, papers, and records of the Contractor which are directly pertinent to the specific contact for the purpose of making audit, examination, excerpts, and transcriptions. The Contractor shall maintain all required records for three years after the Sponsor makes final payment and all other pending matters are closed. 6. Rights to Inventions - Materials. All rights to inventions and materials generated under this contract are subject to regulations issued by the FAA and the recipient of the Federal grant under ' which this contract is executed. 7. Disadvantaged Business Enterprises. It is the policy of the Department of Transportation that ' disadvantaged business enterprises shall have the maximum opportunity to participate in the performance of this contract. The Contractor agrees to ensure that disadvantaged business enterprises have the maximum ' opportunity to participate in the performance of subcontracts. In this regard the Contractor shall take all necessary and reasonable steps in accordance with 49 CFR Part 23 to ensure that disadvantaged business enterprises have the maximum opportunity to compete for and perform ' subcontracts. Contractors shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of this contract. G. Clean Air and Water Pollution Control Requirements. ' Contractors and Subcontractors agree for any Contract or Subcontract exceeding $100,000.00: t I 1 11 1 1. That any facility to be used in the performance of the Contract or to benefit from the contract is not listed on the Environmental Protection Agency (EPA) List of Violating; Facilities. 2. To comply with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulations issued thereunder. 3. That as a condition for award of a contract they will notify the awarding official of the receipt of any communication from the EPA indicating that a facility to be utilized for performance of or benefit from the contract is under consideration to be listed on the EPA List of Violating Facilities. 4. To include or cause to be included in any contract or subcontract which exceeds $100,000.00 the aforementioned criteria and requirements. H. Bonding/Insurance. 11/92 The following clauses are to be included in all federally -assisted construction contracts for bids and/or contracts in excess of $100,000.00. 1. The Contractor agrees to furnish a performance bond for 100 percent of the contract price. This bond is one that is executed in connection with a contract to secure fulfillment of all Contractor's obligations under such contract. 2. The Contractor agrees to furnish a payment bond for 100 percent of the contract price. This bond is one that is executed in connection with a contract to assure payment as required by law of all persons supplying labor and materials in the execution of the work provided for in the contract. GP 70-26 I. Disadvantaged Business Enterprise Requirements. I Disadvantaged Business Enterprise Requirements (DBE) are applicable to each general aviation airport ' sponsor receiving grant funds in excess of $250,000; each non -hub airport sponsor (including commuters) receiving grant funds in excess of $400,000; each large, medium, small hub airport sponsor receiving a grant in excess of $500,000. Since the contract to be awarded under this advertised bid falls into the above category, the bid is subject to the following DBE requirements: 1. The successful bidder shall make a good faith effort to use DBE Subcontractors and to replace a ' DBE Subcontractor that is unable to perform successfully with another DBE Subcontractor. There shall be no substitution of any Subcontractors without the prior approval of the Sponsor in order , to ensure that the substitute firm is an eligible DBE. 2. The bidder shall make good faith efforts, as defined in Appendix A of 49 CFR Part 23, Regulations ' of the Office of the Secretary of Transportation, to subcontract it percent of the dollar value of the prime contract to small business concerns owned and controlled by socially and economically disadvantaged individuals (DBE). In the event that the bidder for this solicitation. qualifies as a DBE, the contract goal shall be deemed to have been met. Individuals who .are rebuttably ' presumed to be socially and economically disadvantaged include women, Blacks, Hispanics, Native Americans, Asian -Pacific Americans, and Asian -Indian Americans. The apparent successful competitor will be required to submit information concerning the DBE's that will participate in this contract. The information will include the name and address of each DBE, a description of the work to be performed by each named firm, and the dollar value of the contract. If the bidder fails to achieve the contract goal stated herein, it will be required to provide documentation demonstrating that it made.good faith efforts in attempting to do so. A bid that fails, to meet these ' requirements will be considered nonresponsive. 3. The successful bidder shall establish and maintain records and submit reports, as required, which ' will identify and assess the efforts made to achieve DBE subcontract goals and other DBE affirmative action efforts. J. FOREIGN TRADE RESTRICTIONS. Clauses to be Included in all Solicitations, Contracts, and ' Subcontracts Resulting From Projects Funded Under the AIP. 1. The Contractor or Subcontractor, by submission of an offer and/or execution of a contract, certifies that it: a. is not owned or controlled by one or more citizens or nationals of a foreign country included ' in the list of countries that discriminate against U.S. firms published by the Office; of the United States Trade Representative (USTR); b. has not knowingly entered into any contract or subcontract for this project with a Contractor , that is a citizen or national of a foreign country on said list, or is owned or controlled directly or indirectly by one or more citizens or nationals of a foreign country on said list. c. has not procured any product nor subcontracted for the supply of any product for use on the , project that is produced in a foreign country on said list. 11/92 GP 70-27 1 Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to a Contractor or Subcontractor who is unable ' to certify to the above. If the Contractor knowingly procures or subcontracts for the supply of any product or service of a foreign country on the said list for use on the project, the Federal Aviation Administration may direct, through the sponsor, cancellation of the contract at no cost to the Government. Further, the Contractor agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in each contract and in all lower tier ' subcontracts. The Contractor may rely upon the certification of a prospective Subcontractor unless it has knowledge that the certification is erroneous. ' The Contractor shall provide immediate written notice to the sponsor if the Contractor learns that its certification or that of a Subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Subcontractor agrees to provide immediate written notice to the Contractor, if at any time it learns that its certification. was erroneous by reason of changed circumstances. The certification is a material representation of fact upon which reliance was placed when making ' the award. If it is later determined that the Contractor or Subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration may direct, through the sponsor, cancellation of the contract or subcontract for default at no cost to the Government. ' Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a Contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. This certification concerns a matter within the jurisdiction of an agency of the Untied States of ' America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. ' 2. Secretary of Labor Requirements a. Minimum Wages. t 1) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations ' issued by the Secretary of Labor under the Copeland Act, the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under Section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered ' wages paid to such laborers or mechanics, subject to the provisions of Paragraph (a)(1)(iv) of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the ' particular weekly period are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, ' 11/92 GP 70-28 7 11/92 without regard to skill, except as provided in Subparagraph 53(a)(4). Laborers or ' mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: prodded, that the employers payroll records accurately set forth the time spent in each classification in which ' work is performed. The wage determination (including any additional classification and wage rates conformed under Paragraph (a)(1)(ii) of this section) and the Davis -Bacon poster (WH -1321) shall be posted at all times by the Contractor and it Subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. a) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is nbt listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and ' fringe benefits therefore only when the following criteria have been met: i) Except with respect to helpers as defined in 29 CFR 52(n)(4), the work to be performed by the classification requested is not performed by a classVication in the ' wage determination; and u) The classification is utilized in the area by the construction industry, and , iii) The proposed wage rate, including any bona fide fringe bemefits, bears a reasonable relationship to the wage rates contained in the wage determination; and ' iv) With respect to helpers as defined in 29 CFR 52(n)(4), such a classification prevails in the area in which the work is performed. ' b) If the Contractor and the laborers and mechanics to be employed in the; classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where , appropriate), a report of the action taken shall be sent by the contracting; officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, D.C. 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional ' classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. ' c) In the event the Contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the ' proposed classification and wage rate (including the amount designated for fringe -benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. , 1 GP 70-29 ' ' d) The wage rate (including fringe benefits where appropriate) determined pursuant to Subparagraphs 1)b) or c) of this Paragraph shall be paid to all workers performing work in the classification under this contract from the first clay on which work is performed in the classification. 2) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the Contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. .3) If the Contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. b. Withholding. The Federal Aviation Administration shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to Davis -Bacon prevailing ' wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers employed by the contractor or any subcontractor for the full amount of wages required by the contracts. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work all or part of the wages required by the contract, the Federal Aviation Administration may, after written notice to the contractor, sponsor, applicant, or owner, take such action as I may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. c. Payrolls and Basic Records. 1) Payrolls and basic records relating thereto shall be maintained by the contractor, during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably ' anticipated in providing benefits under a plan or program described in Section 1(b)(2)(CB) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees ' under approved programs shall maintain written evidence of the registration of ' 11/92 GP 70-30 1 apprenticeship programs -and certification of trainee programs, the registration of the apprentices and trainees; and the ratios and wage rates prescribed in the applicable programs. 2) a) The Contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Sponsor. The payrolls submitted shall be set out accurately and completely all of the information required to be maintained under Subparagraph 55(a)(3)(i) of Regulations, 29 CFR Part 5. This information may be submitted in any form desired. Optional Form WH -347 is available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock No. 029- 005-00014-1, U.S. Government Printing Office, Washington, D.C. 20402. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. b) The payrolls submitted shall be accompanied by a "Statement of Compliance" signed by the Contractor or Subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following. i) That the payroll for the payroll period contains the information required to be maintained under Subparagraph 55(2)(3)(i) of Regulations, 29 CFR Part 5 and that such information is correct and complete; ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other thin permissible deductions as set forth in Regulations, 29 CFR Part 3; iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or case equivalents for the classification of work performed, as speed in the applicable wage determination. c) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of Compliance" required by Paragraph (a)(3)(ii)(B) of this section. d) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under Section 1001 of the United States Code. 3) The contractor or subcontractor shall make the records required under Paragraph (a)(3)(i) of this section available for inspection, copying or transcription by authorized representatives of the Department of Transportation, Federal Aviation Administration, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the Federal Aviation Administration may, after written notice to the contractor, sponsor, or owner, take such action as may, be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. d. Apprentices, Trainees and Helpers. 1 J i 1 11/92 GP 70-31 ' 1 1) Apprentices will be permitted to work at less than the predetermined rate for the work they perform when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the :registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed ont he wage determination for applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training or a State Apprenticeship Agency recognized by the Bureau, withdraws approval, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. 2) Trainees, except as provided in 29 CFR 5.16, will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee ' must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration ' 11/92 GP 70-32 11/92 i shall beaid not less than the applicable a rate'on the a determination for the P PP �g � classification of work actually performed. In addition, any trainee performing; work on the job site in excess of the ratio permitted under the registered program shall be paid'not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. 3) Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR Part 30. is 4) Helpers. Helpers will be permitted to work on a project if the helper classification speed on an applicable wage determination or is approved pursuant to the conformance procedure set forth in Subparagraph 5.5(a)(1)(ii). The allowable ratio of helpers to journeymen employed by the contractor or subcontractor on the job site shall not be greater than two helpers for every three journeymen (in other words, not more than 40 percent of the total number of journeymen and helpers in each contractor's or in each subcontractor's own work force employed on the job site). Any worker listed on a payroll at a helper wage rate, who is not a helper as defined in 29 CFR 5.2(n)(4), shall be paid not less than the applicable wage rate on the wage determination for classification of work actually performed. In addition, any helper performing work on the job site in excess of the ratio permitted shall be paid not less than the applicable journeyman's (or laborer's, where appropriate) wage rate on the wage determination for the work actually performed. e. Compliance with Copeland Act Requirements. The contractor shall comply with the requirements of 29 CFR Part -3, which are incorporated by reference in this contract. f. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR 5.5(x)(1) through (10) and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. g. Contract Termination: Debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. h. Compliance with Davis -Bacon and Related Act Requirements. All rulings and interpretations of the Davis -Bacon and related acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. ' i. Disputes Concerning Labor Standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5,6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. GP 70-33 1 r 1 3) Withholding for unpaid wages and liquidated damages. The Sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such ' contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in Subparagraph 2) of this paragraph. 4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in Subparagraph 1) through 4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier Isubcontractor with the clauses set forth in Subparagraphs 1) through 4) of this paragraph. 1 11/92 GP 70-34 1 j. Certification of Eligibility. 1) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act of 29 CFR 5.12(A)(1). 2) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(x)(1). 3) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. 3. a. Contract Work Hours and Safety Standards Act. 1) Overtime Requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workwee4 unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in Subparagraph 1) of this clause, the contractor and any subcontractor responsible therefore shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in Subparagraph 1) of this paragraph, in the sum of $10 for each calendar day for which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the ' clause set forth in Subparagraph 1) of this clause. 1 3) Withholding for unpaid wages and liquidated damages. The Sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such ' contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in Subparagraph 2) of this paragraph. 4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in Subparagraph 1) through 4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier Isubcontractor with the clauses set forth in Subparagraphs 1) through 4) of this paragraph. 1 11/92 GP 70-34 1 b. Contracts Subject Only to Contract Work Hours and Safety Standards Act. I 1) The contractor or subcontractor shall maintain payrolls and basic payroll records during the course of the work and shall preserve them for a period of three years from the completion of the contract for all laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, daily and weekly number of hours worked, deductions made, and actual wages p�dd. 2) The records to be maintained under Paragraph 1) above shall be made available by the contractor or subcontractor for inspection, copying, or transcription by authorized representatives of the Department of Transportation, Federal Aviation Administration and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job. 70-23 GENERAL MUNICIPAL LAW AND STATE FINANCE LAW. Operator agrees to comply with the provisions of General Municipal Law Sections 103a and 103b and State Finance Law, Section 139b as enacted by Chapter 605 of the Laws of 1959, effective July 1, 1959, viz: A. General Municipal Law, Section 103a. "Ground for cancellation of Contract by Municipal Corporation. A clause shall be inserted in all Specifications or Contracts hereafter made or awarded by a Municipal Corporation or any public department, agency or official thereof, for work or services performed or to be performed, or goods sold or to be sold, to provide that upon the refusal of a person 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 a public authority to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant questions concerning such transactions or Contract. 1. Such person, and any firm, partnership or corporation of which he is a member, partner, director or officer shall be qualified from thereafter selling to or submitting bids to or receiving; awards from or entering into 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 to provide also that 2. Any or all Contracts made with any municipal corporation or any public department, agency or official thereof, since the effective date of this law by such person, and by any firm, partnership or corporation of which he is a member, partner, director or officer may be canceled 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." B. General Municipal Law, Section 103b. "Disqualification to Contract with municipal corporation. Any person who, 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 a public department, agency or official of the State or of any public subdivision thereof or of a public authority, refuses to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or Contract, 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 with any public department, agency or official thereof, for goods, work or services, for a period of five (5) years after such refusal." 11/92 GP 70-35 1 t i t C. State Finance Law, Section 139-b. "Disqualification to Contract with State. Any person who 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 a public department, agency or official of the State or any political subdivision thereof, or a public authority, refuse to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant questions concerning such transaction or Contract and any firm, partnership or corporation of which he is a member, partner, director or officer shall be disqualified from thereafter selling or submitting bids to or receiving awards from or entering into any Contracts with the State or any public department, agency or official thereof, for goods, work or services, for a period of five (5) years after such refusal." "Provisions of Section 103a and 103b of the General Municipal Law and Section 139b of the State Finance Law as enacted by Chapter 605 of the Laws of 1959 as hereinafter set forth are hereby made a part of these Specifications and any Contract entered into pursuant thereto. It is expressly understood and agreed that any bidder who has violated the provisions of the aforesaid Laws is by refusal to testify or sign a waiver of immunity or otherwise is disqualified for bidding on these Specifications within the time limited by such sections or by either thereof. It is further understood and ,agreed that upon the Contractor's failure to testify before a grand jury or otherwise sign a waiver of immunity or answer relevant questions or otherwise as therein provided he shall be subject to the disqualifications, cancellations, terminations or other penalties or provisions therein provided in said sections above referred to and hereafter set forth in full and each and every provision of such sections is and are hereby specifically referred to and made part of this Contract." 70-24 NEW YORK STATE PARTICIPATION. This Contract is subject to the approval of the New York State Commissioner of Transportation and the New York State Comptroller. END OF SECTION GP 70-36 SECTION SO PROSECUTION AND PROGRESS 5 80-01 SUBLETTING OF CONTRACT. The Owner will not recognize any Subcontractor on the work. The Contractor shall at all times when work is in progress be represented either in person, by a qualified superintendent, or by other designated, qualified representative who is duly authorized to receive and execute orders of the Engineer. Should the Contractor elect to assign his/her Contract, said assignment shall be concurred in by the Surety, shall be presented for the consideration and approval of the Owner, and shall be consummated only on the written approval of the Owner. In case of approval, the Contractor shall file copies of all Subcontracts with the Engineer. 80-02 NOTICE TO PROCEED. The Notice To Proceed shall state the date on which it 4 expected the Contractor will begin the construction and from which date Contract Time will be charged. The Contractor shall notify the Engineer at least twenty-four (24) hours in advance of the time actual construction operations will begin. 80-03 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor shall submit his/her progress schedule for the Engineer's approval within ten (10) days after the effective date of the Notice To Proceed. The Contractor's progress schedule, when approved by the Engineer, may be used to establish major construction operations and to check on the progress of the work. The Contractor shall provide sufficient materials, equipment, and labor to guarantee the completion of the project in accordance with the Plans and Specifications within the time set forth in the proposal. If the Contractor falls significantly behind the submitted schedule, the Contractor shall, upon the Engineer's request, submit a revised schedule for completion of the work within the Contract time and modify his/her operations to provide such additional materials, equipment, and labor necessary to meet the revised schedule. Should the prosecution of the work be discontinued for any reason, the Contractor shall notify Che Engineer at least twenty-four (24) hours in advance of resuming operations. The Contractor shall not commence any actual construction prior to the date on which the Notice To Proceed is issued by the Owner. 80-04 LIMITATION OF OPERATIONS. The Contractor shall control his/her operations and the operations of his/her Subcontractors and all suppliers so as to provide for the free and unobstructed movement of aircraft in the Air Operations Areas (AOA) of the Airport. When the work requires the Contractor to conduct his/her operations within an AOA of the Aix -port, the work shall be coordinated with Airport Management (through the Engineer) at least forty-eight (48) hours prior to commencement of such work. The Contractor shall not close an AOA until so authorized by the; Engineer and until the necessary temporary marking and associated lighting is in place as provided in the subsection titled Barricades, Warning Signs, And Hazard Markings of Section 70. When the Contract work requires the Contractor to work within an AOA of the Airport on an intermittent basis (intermittent opening and closing of the AOA), the Contractor shall maintain constant communications as hereinafter specified; immediately obey all instructions to vacate the AOA; immediately obey all instructions to 11/92 GP 80-1 r. resume work in such AOA. Failure to maintain the specified communications or to obey instructions shall be cause for suspension of the Contractor's operations in the AOA until the satisfactory conditions are provided. The following AOA cannot be closed to operating aircraft to permit the Contractor's operations on a continuous basis and will therefore be closed to aircraft operations intermittently as follows: Time Periods Type of Communications AOA Can Be Required When Working Controlling AOA Closed In AOA Authority (See Section 80-12, Spec Airport Operating Requirements) The Contractor shall not commence new work that would be prejudicial to work already started. 80-05 CHARACTER OF WORKERS, METHODS, AND EQUIPMENT. The Contractor shall, at all times, employ sufficient labor and equipment for prosecuting the work to full completion in the manner and time required by the Contract, Plans, and Specifications. All workers shall have sufficient skill and experience to perform properly the work assigned to them. Workers engaged in special work or skilled work shall have sufficient experience in such work and in the operation of the equipment required to perform the work satisfactorily. Any person employed by the Contractor or by any Subcontractor who, in the opinion of the Engineer, does not perform his/her work in a proper and skillful manner or is intemperate or disorderly shall, at the written request of the Engineer, be removed forthwith by the Contractor or Subcontractor employing such person, and shall not be employed again in any portion of the work without the approval of the Engineer. Should the Contractor fail to remove such person or persons or fail to furnish suitable and sufficient personnel for the proper prosecution of the work, the Engineer may suspend the work by written notice until compliance with such orders. All equipment which is proposed to be used on the work shall be of sufficient size and in such mechanical condition as to meet requirements of the work and to produce a satisfactory quality of work. Equipment used on any portion of the work shall be such that no injury to previously completed work., adjacent property, or existing airport facilities will result from its use. When the methods and equipment to be used by the Contractor in accomplishing the work are not prescribed in the Contract, the Contractor is free to use any methods or equipment that will accomplish the work in conformity with the requirements of the Contract, Plans, and Specifications. When the Contract specifies the use of certain methods and equipment, such methods and equipment shall be used unless others are authorized by the Engineer. If the Contractor desires to use: a method or type of equipment other than specified in the Contract, he may request authority from the Engineer to do so. The request shall be in writing and shall include a full description of the methods and equipment proposed and of the reasons for desiring to make the change. If approval is given, it will be on the condition that the Contractor will be fully responsible for producing work in conformity with Contract requirements. If, after trial use of the substituted methods or equipment, the Engineer determines that the work produced does not meet Contract requirements, the Contractor shall discontinue the use of the substitute method or equipment and shall complete the remaining work with the specified methods and equipment. The Contractor shall remove any deficient work and replace it with work of specified quality or take such other corrective action as the Engineer may direct. No change will be made in basis of payment for the Contract Items involved nor in Contract Time as a result of authorizing a change in methods or equipment under this Subsection. 1 11/92 GP 80-2 80-06 TEMPORARY SUSPENSION OF THE WORK. The Engineer shall have the authority to suspend the work wholly, or in part, for such period or periods as he may deem necessary, due to unsuitable weather, or such other conditions as are considered unfavorable for the prosecution of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or perform any or all provisions of the Contract. In the event that the Contractor is ordered by the Engineer, in writing, to suspend work for some unforeseen cause not otherwise provided for in the Contract and over which the Contractor has no control, the Contractor may be reimbursed for actual money expended on the work during the period of shutdown. No allowance will be made for anticipated profits. The period of shutdown shall be computed from the effective date of the Engineer's order to suspend work to the effective date of the Engineer's order to resume the work. Claims for such compensation shall be fled with the Engineer within the time period stated in the Engineer's order to resume work. The Contractor shall submit with his/her claim information substantiating the amount shown on the claim. The Engineer will forward the Contractor's claim to the Owner for consideration in accordance with local laws or ordinances. No provision of this article shall be construed as entitling the Contractor to compensation for delays due to inclement weather, for suspensions made at the request of the Contractor, or for any other delay provided for in the Contract, Plans, or Specifications. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all materials in such manner that they will not become an obstruction nor become damaged in any way. He shall take every precaution to prevent damage or deterioration of the work performed and provide for normal drainage of the work. The Contractor shall erect temporary structures, where necessary, to provide for traffic on, to, or from the Airport. 80-07 DETERMINATION AND- EXTENSION OF CONTRACT TIME. The number of calendar or working days allowed for completion of the work shall be stated in the proposal and Contract and shall be: known as the Contract Time. Should the Contract time require extension for reasons beyond the Contractor's control, it shall be adjusted as follows: A. Contract Time based on Working Days shall be calculated weekly by the Engineer. The Engineer will furnish the Contractor a copy of his/her weekly statement of the number of working days charged against the Contract Time during the week and the number of working days currently speed for completion of the Contract (the original Contract Time plus the number of working days, if any, that have been included in approved Change Orders or Supplemental Agreements covering Extra Work). The Engineer shall base his/her weekly statement of Contract time charged on the following considerations: _ 1. No time shall be charged for days on which the Contractor is unable to proceed with the principal item of work under construction at the time for at least six (6) hours with the normal work force employed on such principal item. Should the normal work force be on a double -shift, twelve (12) hours shall be used. Should the normal work force be on a triple -shift, eighteen (18) hours shall apply. Conditions beyond the Contractor's control such as strikes, lockouts, unusual delays in transportation, temporary suspension of the principal item of work under construction or temporary suspension of the entire work which have been ordered by the Engineer for reasons not the fault of the Contractor, shall not be charged against the Contract Time. 2. The Engineer will not make charges against the Contract Time prior to the effective date of the Notice To Proceed. 11/92 GP 80-3 1 i� i 3. The Engineer will begin charges against the Contract Time on the effective date of the Notice To Proceed. 4. The Engineer will not make charges against the Contract Time after the date of final acceptance as defined in the subsection titled FINAL ACCEPTANCE of Section 50. 5. The Contractor will be allowed one (1) week in which to file a written protest setting forth his/her objections to the Engineer's weekly statement. If no objection is filed within such specified time, the weekly statement shall be considered as acceptable to the Contractor. The Contract Time (stated in the proposal) is based on the originally estimated quantities as described in the subsection titled INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES of Section 20. Should the satisfactory completion of the Contract require performance of work in greater quantities than those estimated in the proposal, the Contract time shall be increased in the same proportion as the cost of the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. Such increase in Contract Time shall not consider either the cost of work or the extension of Contract Time that has been covered by Change Order or Supplemental Agreement and shall be made at the time of final payment. B. Contract Time based on Calendar Days shall consist of the number of calendar days stated in the Contract counting from the effective date of the Notice To Proceed and including all Saturdays, Sundays, holidays, and non -work days. All calendar days elapsing between effective dates of the Engineer's orders to suspend and resume all work, due to causes not the fault of the Contractor, shall be excluded. At the time of final payment, the Contract Time shall be increased in the same proportion as the cost of the actually completed quantities bears to the cost of the originally estimated quantities in the proposal. Such increase in the Contract Time shall not consider either the cost of work or the extension of Contract Time that has been covered by a Change Order or Supplemental. Agreement. Charges against the Contract Time will cease as of the date of final acceptance. C. When the Contract Time is a specified completion date, it shall be the date on which all Contract work shall be substantially completed. If the Contractor finds it impossible for reasons beyond his/her control to complete the work within the Contract Time as speed, or as extended in accordance with the provisions of this subsection, he may, at any time prior -to the expiration of the Contract Time as extended, make a written request to the Engineer for an extension of time setting forth the reasons which he believes will justify the granting of his/her request. The Contractor's plea that insufficient time was specified is not a valid reason for extension of time. If the Engineer finds that the work was delayed because of conditions beyond the control and without the fault of the Contractor, he may extend the time for completion in such amount as the conditions justify. The extended time for completion shall then be in full force and effect, the same as though it were the original time for completion. If the Contractor is delayed in the completion of the work by any act or neglect of the Owner, or any employee of the Owner or by any other Contractor employed by the Owner, or by changes ordered in the work, or by strikes, lockouts, fire, unusual delay by common carriers, unavoidable casualties or any causes beyond the Contractor's control, or by delay authorized by the Engineer, or by any cause which the Engineer shall decide to justify the delay, then the time of completion shall be extended for such reasonable time as the Engineer and Owner may decide. 80-08 FAILURE TO COMPLETE ON TIME. For each calendar day or working day, as specified in the Contract, that any part of the work remains uncompleted after the Contract Time (including all extensions and adjustments as provided in the subsection titled Determination and Extension of Contract Time of this section), 11/92 GP 80-4 the sum of one thousand two hundred dollars ($1200.00) per day will be deducted from any money due or to become due the Contractor or his/her Surety or both. Such deducted sums shall not be deducted as a penalty but shall be considered as liquidation of a reasonable portion of damages that will be incurred by the Owner should the Contractor fail to complete the work in the time specified in the Contract. The damage stipulated above is to be deducted from any monies due the Contractor as liquidated damages for the loss to the Owner on account of the expense due to the employment of Engineers and their assistants and to any other expenses after the expiration of completion time set forth by the Engineer. Permitting the Contractor to continue and finish the work or any part of it after the time fixed for its completion, or after the date to which the time for completion may have been extended, will in no way operate as a waiver on the part of the Owner of any of its rights under the Contract. 80-09 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be considered in default of his/her Contract and such default will be considered as cause for the Owner to terminate the Contract for any of the following reasons if the Contractor: A. Fails to begin the work under the Contract within the time specified in the "Notice To ]Proceed", or B. Fails to perform the work or fails to provide sufficient workers, equipment or materials to assure completion of work in accordance with the terms of the Contract, or C. Performs the work unsuitably or neglects or refuses to remove materials or to perform ;any such work as may be rejected as unacceptable and unsuitable, or D. Discontinues the prosecution of the work, or E. Fails to resume work which has been discontinued within a reasonable time after notice; to do so, or F. Becomes insolvent or is declared bankrupt, or commits any act of bankruptcy or insolvency, or G. Allows any final judgment to stand against him unsatisfied for a period of ten (10) days, or H. Makes an assignment for the benefit of creditors, or . I. For any other cause whatsoever, fails to carry on the work in an acceptable manner. Should the Engineer consider the Contractor in default of the Contract for any reason hereinbefore, he shall , immediately give written notice to the Contractor and the Contractor's Surety as to the reasons for considering the Contractor in default and the Owner's intentions to terminate the Contract. If the Contractor or Surety, within a period of ten (10) days after such notice, does not proceed in accordance therewith, then the Owner will, upon written notification from the Engineer of the facts of such delay, neglect, or default and the Contractor's failure to comply with such notice, have full power and authority without violating the Contract, to take the prosecution of the work out of the hands of the Contractor. The Owner may appropriate or use any or all materials and equipment that have been mobilized for use in the work and are acceptable and may enter into an agreement for the completion of said Contract according to ithe terms and provisions thereof, or use such other methods as in the opinion of the Engineer will be required for the completion of said Contract in an acceptable manner. 11/92 GP 80-5 1 LI' t i 1 1 1 1 1 1 1 1 1 All costs and charges incurred by the Owner, together with the cost of completing the work under Contract, will be deducted from any monies due or which may become due the Contractor. If such expense exceeds the sum which would have been payable under the Contract, then the Contractor and the Surety shall be liable and shall pay to the Owner the amount of such excess. 80-10 TERMINATION FOR NATIONAL EMERGENCIES. The Owner shall terminate the Contract or portion thereof by written notice when the Contractor is prevented from proceeding with the Construction Contract as a direct result of an Executive Order of the President with respect to the prosecution of war or in the interest of national defense. When the Contract, or any portion thereof, is terminated before completion of all items of work in the Contract, payment will be made for the actual number of units or items of work completed at the Contract price or as mutually agreed for items of work partially completed or not started. No claims or loss of anticipated profits shall be considered. Reimbursement for organization of the work, and other overhead expenses, (when not otherwise included in the Contract) and moving equipment and materials to and from the job will be considered, the intent being that an equitable settlement will be made with the Contractor. Acceptable materials, obtained or ordered by the Contractor for the work and that are not incorporated in the work shall, at the option of the Contractor, be purchased from the Contractor at actual cost as shown by receipted bills and actual cost records at such points of delivery as may be designated by the Engineer. Termination of the Contract or a portion thereof shall neither relieve the Contractor of his/her responsibilities for the completed work nor shall it relieve his/her Surety of its obligation for and concerning any just claim arising out of the work performed. 80-11 GENERAL AIRPORT OPERATING REQUIREMENTS. During the time that the Contractor is performing the work, the terminal apron, taxiways and runways at the Airport will remain in use by aircraft, to the extent permitted by the Owner and the Federal Aviation Administration. The use of runways and taxiways by aircraft, adjacent to areas where the Contractor is working, will be so scheduled as to reduce disturbance to the Contractor's operations but no representation or guarantee is made as to the extent to which disturbance can or will be reduced. In any event, the aircraft operation shall always have priority over any and all of the Contractor's operations and the Contractor shall not allow his/her employees, Subcontractors, materialmen or any other persons over whom he has control to enter or remain upon or allow any plant or materials to be brought or to remain upon any part of the Airport, which in the opinion of the Owner or the Federal Aviation Administration would be a hazardous location. Because of the arrivals and departures of aircraft, the Owner makes no representation as to the periods of time when conditions at or near the runways or elsewhere at the Airport will be such as to permit the work to be performed without interruption or as to when any work can be performed and completed. Arrivals and departures of airplanes are under the control of the Airport and emergencies and operating conditions may necessitate sudden changes both in airport operations and in the operations of the Contractor. Should runways or taxiways be required for the use of aircraft and should the Owner or the Federal Aviation Administration deem the Contractor to be too close to the portion used by aircraft for safety, the Engineer may order the Contractor to cease his/her operations, remove his/her personnel, plant equipment or materials to a safe distance and standby until the runway and taxiway are no longer required for use by aircraft. The Contractor will not be permitted to enter upon any area of the landing strips unless accompanied by a representative of the Owner designated by the Engineer to escort the Contractor's men .and equipment to the 11/92 GP 80-6 point or points of operations within the limits of such areas, and he shall not traverse back and forth between points within such areas unless accompanied by said representatives. The Contractor shall take all precautions necessary to insure the safety of operating aircraft as well as his/her own equipment and personnel. Special considerations must be given to aircraft operations. The Contractor shall obey all instructions as to routes to be taken by equipment traveling within the airport areas and keep all such equipment marked as noted herein. The Contractor shall make his/her own estimation of all difficulties to be encountered and shall miake allowance for such difficulties in the amounts bid under the several items of the Contract. Equipment not actually in operation shall be kept clear of landing areas. When aircraft are operating, personnel shall not enter areas of the Airport without specific permission. No requirements of this Contract with respect to any precautions required or omitted to be required shall be deemed to limit or impair any responsibilities or obligations assumed by the Contractor under or in connection with this Contract, and the Contractor shall at all times maintain adequate protection to safeguard the public and all persons engaged in the work and shall take such precautions as will accomplish such end, without undue interference with the public or the operations of the Owner. Signals approved by the Engineer shall be provided by the Owner to indicate that a runway or taxiway on or near which the Contractor is working is required for use by the aircraft and such designated signals, when given, shall be deemed an order of the Engineer as above provided to remove immediately all personnel, equipment and materials above ground together with any possible obstructions or barriers to the distances from the runway or taxiway stated herein. The Contractor shall make suitable standing arrangements to insure that such signals are observed and such order is complied with including, without limitation, the posting of a watchman or watchmen with the sole assignment of watching for such signals. The watchmen shall be given the authority to clear areas required by the Owner. Provisions shall be made by means of signals for the watchmen to notify the Engineer and the Owner that the critical area has been cleared. Signals given by such watchman or watchmen shall be complied with by the Contractor. The Owner does not guarantee, however, that any signals will be designated for such purpose or that, if designated, such signals will be given, and neither the Contractor nor any other person may rely on any signal being given. The Owner assumes no responsibility to the Contractor or to any other person for the giving of any such signal. Each truck or piece of equipment in use by the Contractor shall be provided with a flag on a staff so attached to the vehicle so that the flag will be readily visible. The flag shall not be less than three (3) feet square consisting of a checkered pattern of international orange and white squares of not less than one (1) foot on each side and displayed in full view above the vehicle. Any vehicle operating within aircraft movement areas during the hours of darkness shall be equipped with a flashing dome -type light, the color to be in accordance with local and/or State codes. Additional identification and control of construction equipment may be required by the airport security plan, if applicable. 80-12 SPECIFIC AIRPORT OPERATING REQUIREMENTS. During the work under this project, the Owner will make such arrangements to coordinate aircraft movements and Airport operations as necessary to conform to the construction procedures as outlined below. The Contractor shall give adequate notice to the Resident Engineer, so as to afford time to coordinate construction with the Owner. No work shall proceed in any area without prior approval. 11/92 GP 80-7 1 The folio g Permits have been applied for on thisproject: • Town of Southold, Board of Trustees, Coastal Erosion Management Permit • Town of Southold, Board of Trustees, Town Wetland Permit i• NYSDEC, Article 25, 6 NYCRR 661, Tidal Wetlands Permit The Contractor shall be required to comply with all conditions of the permits and shall be responsible for obtaining any and all additional permits required for this project. A. Work Areas. The work of the project has been divided into three work areas as shown on sheet number two of the Contract Drawings, in order to coordinate construction in a way that will minimize interference with Airport operations. Work Area "C" shall be completed third. Work Area "A": During work in Area "A", Runway 12-30 shall be closed. The owner will be responsible for issuing proper NOTAMS. The Contractor is responsible for providing and maintaining temporary closed runway markings. Work Area "B": During work in Area "B", Runway 7-25 and 12-30 shall be closed. The owner will be responsible for issuing proper NOTAMS. The Contractor is responsible for providing and maintaining temporary closed runway markings and shall minimize working days in this area. Work Area "C": During work in Area "C", Runway 7-25 shall be closed. The owner will be responsible for issuing proper NOTAMS. The Contractor is responsible for providing and maintaining temporary closed runway markings. NOTES: 1. The Contractor is responsible to provide and maintain barricades and disconnect and maintain runway lighting in all work areas during runway closure periods as shown on Sheet No. 2 of the contract drawings or as approved by the owner and engineer. 11/92 GP 80-8 Work Area "A": Includes all work to be performed on Runway 12-30 from 12 End to Station 7+50 and from Station 13+25 to Runway 30 End. Work Area "B": Includes all work to be performed within Runway 7-25 and 12-30 intersection. "C": Work Area Includes all work to be performed on Runway 7-25 from 7 End to Station 4+40 and from Station 10+15 to Runway 25 End. B. Construction and Operating Requirements. Work Sequence: Work in all areas shall be done in accordance with the Contractor's approved work schedule. The work sequences shall be as follows: Work Area "A" shall be completed first. "B" Work Area shall be completed second. Work Area "C" shall be completed third. Work Area "A": During work in Area "A", Runway 12-30 shall be closed. The owner will be responsible for issuing proper NOTAMS. The Contractor is responsible for providing and maintaining temporary closed runway markings. Work Area "B": During work in Area "B", Runway 7-25 and 12-30 shall be closed. The owner will be responsible for issuing proper NOTAMS. The Contractor is responsible for providing and maintaining temporary closed runway markings and shall minimize working days in this area. Work Area "C": During work in Area "C", Runway 7-25 shall be closed. The owner will be responsible for issuing proper NOTAMS. The Contractor is responsible for providing and maintaining temporary closed runway markings. NOTES: 1. The Contractor is responsible to provide and maintain barricades and disconnect and maintain runway lighting in all work areas during runway closure periods as shown on Sheet No. 2 of the contract drawings or as approved by the owner and engineer. 11/92 GP 80-8 2. Access to the airport shall be via public roads. The Contractor is responsible for following all state and local laws regarding vehicle weight, type, etc. 3. The Contractor shall be required to contact Capt. Mark Ester (203) 442-0165 regarding any and all marine operations in, around, or adjacent to lands owned by the Fishers Island Ferry District. Any consideration of utilizing any of the existing wharfs on Fishers Island shall be coordinated with and approved by Capt. Mark Ester. 4. Should the Contractor elect to construct a temporary on-site asphalt plant, the Contractor shall be responsible for obtaining any and all required permits. C. Supplemental Requirements. 1. Work Schedule: The Contractor shall submit a work schedule for the work in all areas for the approval of the Engineer and the Owner. No work shall commence in any area until such schedule is approved by the Engineer and Owner. 2. Temporary Closing of Runways or Taxiways: When any work is to be done on or adjacent to the runways or taxiways, the Contractor shall notify the Resident Engineer sufficiently in advance such that provisions can be made with the Owner to close the runway or taxiways to air traffic. Periods of runway or taxiway closing shall be held to a minimum and shall be only as approved by the Owner. 3. Barricades: Temporary Barricades shall be as indicated on the Contract Drawings. ]Barricade lights shall be a 360° flashing warning light, Model No. 214-55200 (655 VISI -Flash) as manufactured by the R.E. Dietz Company of Syracuse, New York or approved equal. Use of VISI -flash "pancake" lights on Airport operating surfaces will not be accepted. 4. Maintenance of Airport lighting: All existing airfield lighting circuits shall be maintained in full operation throughout the period of this Contract. Where disconnections are requiired, such work shall be made at such times and in such a manner as approved by the Owner. The Contractor shall be required to permit the full use of airfield lighting circuits during night operations and during periods of low visibility. The Contractor shall provide such temporary lights and cables as required to maintain full use of existing airfield lighting circuits if necessary. All circuits in the vicinity of the work area shall be tested prior to, during and after construction as follows. The Contractor shall furnish all necessary equipment and appliances for testing the underground cable circuits as specified below. The test equipment for insulation resistance shall be an insulation resistance tester with a digital readout. The instrument shall provide a 500 volt test voltage for insulation resistance with a meter range of 0 to 199.9 megohms. The Contractor shall test and demonstrate to the satisfaction of the Engineer the following- a. ollowing a. Test Requirements Prior to Construction. (1) Test all circuits within the work area for continuity and insulation resistance to ground, at the electrical building, in the presence of the Engineer and the Owner. (2) Provide a copy of the test results to the Engineer and the Owner. (3) That all lighting power and control circuits are continuous and free from short circuits. (4) That all circuits are free from unspecified grounds. 11/92 GP 80-9 (5) That the insulation resistance to ground of all non -grounded series circuits is not less than 50 megohms. (6) That the insulation resistance to ground of all non -grounded conductors of multiple circuits is not less than 50 megohms. () That all circuits are properly connected in accordance with applicable wiring diagrams. c. Test Requirements at the Completion of the Project. The Contractor shall test and demonstrate to the satisfaction of the Engineer the following: 1 (1) That all lighting power and control circuits are continuous and free from short circuits. (2) That all circuits are free from unspecified grounds. (3) That the insulation resistance to ground of all non -grounded series circuits is not less than 50 megohms. 11/92 GP 80-10 (8) That all circuits are operable. Tests shall be conducted that include operating each control not less than 10 times and the continuous operation of each lighting and power circuit for not less than 1/2 hour. b. Test Requirements During Construction. (1) Test all circuits within the work area for continuity and insulation resistance at the electrical building, prior to requesting any circuit be energized. (2) Insure that all circuits within the work area are operational, prior to the Contractor leaving 1 the project at the end of the work day. Specific times for circuit checks will be determined by the Engineer relative to the Contractor's work hours each day. (3) That all circuits are free from unspecified grounds. (4) That the insulation resistance to ground of all non -grounded series circuits is not less than 50 megohms. (5) That the insulation resistance to ground of all non -grounded conductors of multiple circuits is not less than 50 megohms. (6) That all circuits are properly connected in accordance with applicable wiring diagrams () The Contractor shall test all circuits within the work area for continuity, after backfilling cable trenches. The reading shall be logged and approved by the Resident Engineer prior to payment. Circuit testing during construction shall be as directed and witnessed by the Engineer when the Contractor is working on existing circuitry or excavating adjacent to or near existing circuitry. Circuit testing during construction will not be required during the times when the Contractor's operations do not effect existing airfield lighting circuitry. It is the intent of this section to ensure that airfield lighting circuitry remains operational throughout the duration of the contract. c. Test Requirements at the Completion of the Project. The Contractor shall test and demonstrate to the satisfaction of the Engineer the following: 1 (1) That all lighting power and control circuits are continuous and free from short circuits. (2) That all circuits are free from unspecified grounds. (3) That the insulation resistance to ground of all non -grounded series circuits is not less than 50 megohms. 11/92 GP 80-10 (4) That the insulation resistance to ground of all non -grounded conductors of multiple circuits is not less than 50 megohms. (5) That all circuits are properly connected in accordance with applicable wiring diagrams. (6) That all circuits are operable. Tests shall be conducted that include operating each control not less than 10 times and the continuous operation of each lighting and power circuit for not less than 1/2 hour. (7) That the counterpoise or ground rod resistance is 25 ohms or less. (8) Test all circuits within the work area for continuity and insulation resistance to ground, at the electrical building, in. the presence of the Engineer and the Owner. (9) Provide the Owner and the Engineer copies of all test results. 5. Spoil and Disposal Areas: Spoil shall be disposed of in accordance with the Airport Authorities unless otherwise shown or speed. 6. Site for Contractor's Plant: A staging area, as indicated on the Contract Drawings, will be provided where the Contractor may set up a field office and store equipment and materials. The Contractor shall make his own arrangements for, and bear all costs of required utilities. The Contractor shall use and maintain the site in accordance with requirements of the Owner. Upon completion of work, the Contractor's staging area shall be removed and the area cleaned and restored to original or better condition. 7. Storage and Movement of Material and Equipment: The Contractor shall store material and equipment and schedule his operations for work to be done so that no unauthorized interference to normal Airport operations will result therefrom. Grading or stockpiling of materials and other construction operations shall not be conducted in a manner to cause interference with Airport Operations. No Contractor's vehicle or pedestrian crossing of active runways or taxiways will be allowed at any time during the work of this Contract. No deviation from the pedestrian and vehicle routes to and from the Project Areas will be allowed unless specific permission has been granted by the Owner. The Owner shall at all times have control of operations on or near active runways, taxiways and aprons. All operations shall be subject to coordination by the Contractor with the Resident Engineer for controlling traffic. Before entering or crossing an active surface, the Contractor shall receive proper clearance from the Owner. Vehicles maneuvering in the vicinity of the Airport operational services shall be marked in accordance with Section 70-08 - Barricades, Warning Signs and Hazard Markings. Final method of control of construction operations will be determined during'construction. Nothing shall be placed upon a landing area. The use of existing paved areas for Contractor's equipment is expressly prohibited, except for those pavements that must be traversed in carrying out the work and then only upon authorization of the Engineer. Paved surfaces shall be kept clear at all times and specifically must be kept free from small stones which might cause damage to aircraft. The Contractor shall have vacuum type mechanical sweepers 11/92 GP 80-11 D. Scheduling. A minimum of one scheduling and coordination meeting shall be held each week unless otherwise directed by the Resident Engineer, throughout the duration of the Contract, between the Owner, Contractor, Engineer and any other interested parties at a time and place to be designated by the Resident Engineer. In attendance at this meeting shall be a Contractor's representative with the authority to make decisions concerning the scheduling and coordination of work and Airport operating problems. E. Security Requirements. In general, security in the construction area is the responsibility of the Contractor. F. Payment. Payment for the items described in Section 80-12, including but are not limited to construction, maintenance and removal of any temporary access roads, providing, placing, relocating, maintaining and removing temporary barricades, providing and placing permanent barricades, protection 11/92 GP 80-12 available to periodically clean pavement surfaces. Prior to opening an area to traffic, the pavement Pe Y g Y surface shall be thoroughly cleaned of all debris and the Contractor's equipment removed from the area as directed by the Resident Engineer. 8. Contractor's Haul Routes: The Contractor shall clear, construct and maintain haul routes as required for the prosecution of the work. The haul routes shall only be in the locations approved ' by the Engineer and the Owner. The Contractor shall be responsible for maintaining existing haul routes. At the completion of the project, these areas shall be returned to their original lines and grades and shall be restored to a condition equal to or better than original. 9. Access to Airport: The Contractor shall use the designated access routes off public highways into the Airport for authorized roadway vehicles. If other access routes from public highways onto the Airport are proposed, the Contractor must obtain approval from the Owner. 10. No Open Trenches: At the end of each day's work, the Contractor shall close all trenches in the vicinity of runways and taxiways. The trenches shall be backfilled level to the ground surface and all stockpiled material shall be leveled to the ground surface or moved to an approved storage area. 11. Accidents: The Contractor shall provide at the site such equipment and medical facilities as are necessary to supply first aid service to anyone who may be injured in connection with the work. The Contractor must promptly report in writing to the Resident Engineer all accidents whatsoever arising out of, or in connection with, the performance for the work, whether on or adjacent to the site which caused death, personal injury or property damages, giving full details and statements of witnesses. In addition, if death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Engineer and the Owner. If any claim is made by anyone against the Contractor or any Subcontractor on account of any accident, the Contractor shall promptly report the facts in writing to the Resident Engineer giving full details of the claims. 12. Contractor's Communication System: Before the Contractor commences work on the airfield, he shall obtain and be equipped with two radio transceivers with charge packs which operate on a frequency of 122.8 Mhz The transceiver shall be a Comco Model 733, National Airport Equipment Company or equal. When the Contractor has completed work on the project and before the Project is accepted by the Owner, the transceiver shall become the property of the Town of Southold and shall be furnished, in good working condition, to Phil Knauf£ The Contractor shall include the cost for obtaining, maintaining and furnishing the transceiver to the Owner under the various items in the proposal. D. Scheduling. A minimum of one scheduling and coordination meeting shall be held each week unless otherwise directed by the Resident Engineer, throughout the duration of the Contract, between the Owner, Contractor, Engineer and any other interested parties at a time and place to be designated by the Resident Engineer. In attendance at this meeting shall be a Contractor's representative with the authority to make decisions concerning the scheduling and coordination of work and Airport operating problems. E. Security Requirements. In general, security in the construction area is the responsibility of the Contractor. F. Payment. Payment for the items described in Section 80-12, including but are not limited to construction, maintenance and removal of any temporary access roads, providing, placing, relocating, maintaining and removing temporary barricades, providing and placing permanent barricades, protection 11/92 GP 80-12 80-13 NIGHT WORK. Work after sunset will not be permitted except as provided by the special requirements of Section 80-12, SPECIFIC AIRPORT OPERATING REQUIREMENTS. Where work on this Contract is required to be done after sunset, such work shall be included in the prices bid, and no extra compensation will be allowed therefore. 80-14 OCCUPANCY AREAS. The area to be used by the Contractors and their employees and the location of field offices, job shanties and other semi-permanent structures shall be designated in the field by the Engineer and the Owner. Field offices, job shanties, and other semi-permanent structures shall not extend above a 7 on I slope, starting at a point five hundred (500) feet from the centerline of a runway. 80-15 SAFETY ON AIRPORTS DURING CONSTRUCTION ACTIVITY. A. Notams. No work shall commence prior to issuance of a Notam. Notams shall be issued by the Airport Authority, or designated responsible person. B. General Safety Requirements. During performance of this Contract, the Airport runwa],s, taxiways and aircraft parking aprons shall remain in use by aircraft to the maximum extent possible. Aircraft use of areas near the Contractor's work will be controlled to minimize disturbance to the Contractor's operation. The Contractor shall not allow employees, subcontractors, suppliers or any other unauthorized person to enter or remain in any Airport area which would be hazardous to persons or to aircraft operations. All work which is too close to an active runway, taxiway or apron to be performed under operational conditions shall be performed when the runway, taxiway or apron is not in use. Such work shall not be accomplished without prior permission from the Engineer. C. Construction and Facilities Maintenance. Contractors shall: 1. Be aware of the potential for safety problems and/or hazards. Potentially hazardlous conditions which may occur during Airport construction and maintenance include, but are not limited to, the following: a. Trenches, holes or excavations on or adjacent to any open runway or in safety areas. i b. Unmarked/unlighted holes or excavation in any apron, open taxiway, open taxilane or related safety area. c. Mounds or piles of earth, construction materials, temporary structures or oiler objects in vicinity of any open runway, taxiway, taxilane or in a related safety, approach or departure area. d. Pavement dropoffs or pavement -turf lips (either permanent or temporary) which could cause, if crossed at normal operating speeds, damage to aircraft that normally use the Airport. (The ' normal maximum is 1-1/2 inches for either.) 11/92 GP 80-13 1 of aircraft and vehicular traffic, installation, maintenance and removal of temporary airfield markings, maintenance of airport lighting circuits, installation, maintenance, and removal of temporary wiring and airfield lighting facilities, cleaning of paved surfaces, restoration of surfaces disturbed as a result of the Contractor's operations, warning signs, hazard markings, barricade lights and removal thereof, installing access gates providing padlocks for access gates, maintaining access gates, providing a guard at access gates, and all security requirements shall be included under Special Provisions Item M-100, Maintenance and Protection of Traffic. 80-13 NIGHT WORK. Work after sunset will not be permitted except as provided by the special requirements of Section 80-12, SPECIFIC AIRPORT OPERATING REQUIREMENTS. Where work on this Contract is required to be done after sunset, such work shall be included in the prices bid, and no extra compensation will be allowed therefore. 80-14 OCCUPANCY AREAS. The area to be used by the Contractors and their employees and the location of field offices, job shanties and other semi-permanent structures shall be designated in the field by the Engineer and the Owner. Field offices, job shanties, and other semi-permanent structures shall not extend above a 7 on I slope, starting at a point five hundred (500) feet from the centerline of a runway. 80-15 SAFETY ON AIRPORTS DURING CONSTRUCTION ACTIVITY. A. Notams. No work shall commence prior to issuance of a Notam. Notams shall be issued by the Airport Authority, or designated responsible person. B. General Safety Requirements. During performance of this Contract, the Airport runwa],s, taxiways and aircraft parking aprons shall remain in use by aircraft to the maximum extent possible. Aircraft use of areas near the Contractor's work will be controlled to minimize disturbance to the Contractor's operation. The Contractor shall not allow employees, subcontractors, suppliers or any other unauthorized person to enter or remain in any Airport area which would be hazardous to persons or to aircraft operations. All work which is too close to an active runway, taxiway or apron to be performed under operational conditions shall be performed when the runway, taxiway or apron is not in use. Such work shall not be accomplished without prior permission from the Engineer. C. Construction and Facilities Maintenance. Contractors shall: 1. Be aware of the potential for safety problems and/or hazards. Potentially hazardlous conditions which may occur during Airport construction and maintenance include, but are not limited to, the following: a. Trenches, holes or excavations on or adjacent to any open runway or in safety areas. i b. Unmarked/unlighted holes or excavation in any apron, open taxiway, open taxilane or related safety area. c. Mounds or piles of earth, construction materials, temporary structures or oiler objects in vicinity of any open runway, taxiway, taxilane or in a related safety, approach or departure area. d. Pavement dropoffs or pavement -turf lips (either permanent or temporary) which could cause, if crossed at normal operating speeds, damage to aircraft that normally use the Airport. (The ' normal maximum is 1-1/2 inches for either.) 11/92 GP 80-13 1 ' e. Vehicles orequipment (whether operating or idle) on any open runway, taxiway, taxilane or in any related safety, approach or departure area. L Vehicles, equipment, excavations, stockpiles or other materials which could degrade or otherwise interfere with electronic signals from radios or electronic navigational aids. Lg. Unmarked utility, navaid, weather service, runway lighting or other power or signal cables that could be damaged during construction. ` h. Objects (whether marked or flagged or not) or activities anywhere on or in the vicinity of the Airport which could be distracting, confusing or alarming to pilots during aircraft operations. i. Unflagged/unlighted low visibility items (such as tall cranes, drills and the like) anywhere in the vicinity of active runways or in any approach or departure area. j. Misleading or malfunctioning obstruction lights. k. Unlighted/unmarked obstructions in approach to any open runway. 1. Inadequate approach/departure surfaces (needed to assure adequate landing/takeoff clearance over obstructions or work or storage areas). m. Inadequate, confusing or misleading (to user pilots) marking/lighting; of runways, taxiways; taxilanes (including displaced or relocated thresholds). n. Water, snow, dirt, debris or other transient accumulation which temporarily obscures pavement marking, pavement edges or derogates visibility of runway/ taxiway marking or lighting, or of construction and maintenance areas. o. Inadequate or improper methods of marking, barricading and lighting of temporarily closed portions of Airport operations area. p. Trash or other materials with foreign object damage (FOD) potential, whether on runways, taxiways or aprons, or in related safety areas. q. Inadequate fencing or other marking to separate construction or maintenance areas from open aircraft operating areas. r. Failure to control vehicle, human and large animal access to, and non-essential, non - aeronautical activities in, open aircraft operating areas. s. Failure to maintain radio communication between construction/maintenance vehicles and air traffic control tower or other on -field communications facility, e.g., FAA Flight Service Station (FSS) or unicorn radio. t. Construction/maintenance activities or materials which could hamper crash -fire -rescue (CFR) vehicle access from CFR stations to all parts of the runway/ taxiway system, to runway approach and departure areas and to aircraft parking locations. u. Bird attractants such as edibles (food scraps, etc.) or other miscellaneous garbage, other trash, grass/crop seeding or ponded water on the Airport. 1 11/92 GP 80-14 2. Conduct activities so as not to violate any safety standards contained herein. 3. Inspect all construction and storage areas as often as necessary to be aware of conditions. 4. Promptly take all steps needed to prevent/remedy any unsafe or potentially unsafe conditions/activities discovered. Before actual commencement of construction activity, the Contractor shall give adequate notice to Airport management of proposed time and date of commencement of construction in such areas. Upon completion of work and return of all such areas to standard conditions, the Contractor shall notify Airport management of completion of construction. D. Trenches, Excavations and Stockpiled Material. Open trenches or excavations exceeding 6 inches in depth and 6 inches in width or stockpiled material will not be permitted within the limits of restricted areas of operational runways or taxiways. Coverings for open trenches or excavations shall be of sufficient strength to support the weight of the heaviest aircraft operating on the runway or taxiway. E. Construction in Proximity to Runways & Taxiways. 1. Contractor who intends on using equipment greater than 10 feet in height shall file FAA form 7460- 1 Notice of Proposed Construction or Alteration at least 30 days prior to the start of construction activity. No work shall begin with oversized equipment until a response from the FAA has been received. 2. Runway Sides. If appropriate construction/maintenance NOTAM has been issued, construction equipment under 10 feet tall is permissible as close as the following distances from centerline of runway indicated. Runway Designation 7-25 12-30 Distance From Centerline 75 feet 75 feet 3. Runway Ends. If appropriate construction/maintenance NOTAM has been issued, construction/maintenance activity is permissible off the ends of the runway indicated below, provided at least the indicated minimum safety area and indicated unobstructed approach slope are maintained: Runway End Minimum Safety Area Minimum Unobstructed Number Behind Threshold Approach Threshold 7&25 200 feet 20:1 to 200 feet behind threshold 12&30 200 feet 20:1 to 200 feet behind threshold F. Threshold Marking and Lighting. Temporary threshold marking, if required, shall be furnished and maintained by the Contractor. G. Closed Runway Marking. Closed runway marking, if required, shall be as shown on the Plans and furnished by the Contractor. 11/92 GP 80-15 Barricades, flagging and flashers are required. Hazard marking and lighting shall be acceptable to the Airport Owner and Engineer. H. Motorized Vehicles. 1. When any vehicle other than those approved for use in the aircraft movement area and runway approach area is required to travel over any portion of that area, it shall be escorted by a vehicle properly identified to operate in the area and be provided with a flag on a staff attached to the vehicle. A flag or escort vehicle is not required for vehicles which have been painted, marked and lighted for routine use on aircraft movement areas. Any vehicle operating; on the movement area during the hours of darkness should be equipped with a flashing dome -type light, the color to be in accordance with local and/or State codes. 2. Vehicular traffic crossing active movement areas must be controlled either by two-way radio with the control tower, by escort, flagman, signal light or the means appropriate for the particular airport. The clearance should be confirmed by the driver's personal observation that no aircraft is approaching his/her position. 3. It may be desirable to clearly identify the vehicles for control purposes by either assigned initials or numbers prominently displayed on each side. The identifying symbols should be of 8 -inch minimum, block -type characters of a color easily read. They may be applied by use of tape or water soluble paint to facilitate removal. In addition, all vehicles must display the; identification media as specified in the approved security plan, if applicable. 4. Employee parking shall be as designated by the Engineer, Superintendent and Airport Manager. 5. Construction Site Access and Haul Roads: Access to the job site shall be as shown on the Plans or as designated by the Engineer, Superintendent and Airport Manager. I. Navigational Aids. The Contractor shall not conduct any construction activity, within the navigational aids (i.e., ILS components, VOR, ASR, ATCT) restricted areas shown on the Plans without prior approval from the local FAA Airway Facilities Sector through the Engineer. J. Limitations on Construction. 1. Open -flame welding or torch cutting operations are prohibited unless adequate fire and safety precautions are provided and have been approved by the Engineer. 2. Open trenches, excavations and stockpiled material at the construction site shall be prominently marked with red flags and lighted by light units during hours of restricted visibility and/or darkness. 3. Marking and lighting of closed, deceptive and hazardous areas shall be provided by the Contractor, when required, in accordance with Advisory Circular 150/5340-1. 4. Stockpiled material shall be constrained in a manner to prevent movement resulting from maximum anticipated aircraft blast or forecasted wind conditions. K Debris. Waste and loose material capable of causing damage to aircraft lancing gears, propellers or being ingested in jet engines, shall not be placed on active aircraft movement areas. Material tracked on these areas shall be removed continuously during the project work. 11/92 END OF SECTION GP 80-16 SECTION 90 MEASUREMENT AND PAYMENT W01 MEASUREMENT OF QUANTITIES. All work completed under the Contract will be measured by the Engineer, or his/her authorized representatives, using United States Customary Units of Measurement. The method of measurement and computations to be used in determination of quantities of material furnished and of work performed under the Contract will be those methods generally recognized as conforming to good engineering practice. Unless otherwise specified, longitudinal measurements for area computations will be made hori2nntally, and no deductions will be made for individual fixtures (or leave -outs) having an area of nine (9) square feet or less. Unless otherwise specified, transverse measurements for area computations will be the neat dimensions shown on the Plans or ordered in writing by the Engineer. Structures will be measured according to neat lines shown on the Plans or as altered to fit field conditions. Unless otherwise specified, all Contract Items which are measured by the linear foot such as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be measured parallel to the base or foundation upon which such items are placed. In computing volumes of excavation the average end area method or other acceptable methods will be used. The thickness of plates and galvanized sheet used in the manufacture of corrugated metal pipe, metal plate pipe culverts and arches, and metal cribbing will be specified and measured in decimal fraction of inches. The term "ton" will mean the short ton consisting of two thousand (2,000) pounds avoirdupois. All materials which are measured or proportioned by weights shall be weighed on accurate, approved scales by competent qualified personnel at locations designated by the Engineer. If material is shipped by rail, the car weight may be accepted provided that only the actual weight of material be paid for. However, car weights will not be acceptable for material to be passed through mixing plants. Trucks used to haul material being paid for by weight shall be weighed empty daily at such times as the Engineer directs, and each truck shall bear a plainly legible identification mark. Materials to be measured by volume in the hauling vehicle shall be hauled in approved vehicles and measured therein at the point of delivery. Vehicles for this purpose may be of any size or type acceptable to the Engineer, provided that the body is of such shape that the actual contents may be readily and accurately determined. All vehicles shall be loaded to at least their water level capacity and all loads shall be leveled when the vehicles arrive at the point of delivery. When requested by the Contractor and approved by the Engineer in writing, material speed to be measured by the cubic yard may be weighed and such weights will be converted to ,cubic yards for payment purposes. Factors for conversion from weight measurement to volume measurement will be determined by the Engineer and shall be agreed to by the Contractor before such method of measurement of pay quantities is used. Bituminous materials will be measured by the gallon or ton. When measured by volume, such volumes will be measured at 60°F or will be corrected to the volume at 60°F using ASTM D-1250 for asphalts or ASTM D-633 for tars. I 11/92 GP 90-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Net certified scale weights or weights based on certified volumes in the. case of rail shipments will be used as a basis of measurement, subject to correction when bituminous material has been lost from the car or the distributor, wasted, or otherwise not incorporated in the work. When bituminous materials are shipped by truck or transport, net certified weights by volume, subject to correction for loss or foaming, may be used for computing quantities. Cement will be measured by the ton or hundredweight. Timber will be measured by the thousand feet board measure (MFBM) actually incorporated in the structure. Measurement will be based on nominal widths and thicknesses and the extreme length of each piece. The term "lump sum" when used as an item of payment will mean complete payment for the work described in the Contract. When a complete structure or structural unit (in effect, "lump sum" work) is specified as the unit of measurement, the unit will be. construed to include all necessary fittings and accessories. Rental of equipment will be measured by time in hours of actual working time and necessary traveling time of the equipment within the limits of the work. Special equipment ordered by the Engineer in connection with force account work will be measured as agreed in the Change Order or Supplemental Agreement authorizing such force account work as provided in the Subsection entitled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of this section. When standard manufactured items are specified such as fence, wire, plates, rolled shapes, pipe conduit, etc., and these items are identified by gauge, unit weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions. Unless more stringently controlled by tolerances in cited Specifications, manufacturing tolerances established by the industries involved will be accepted. Scales for weighing materials which are required to be proportioned or measured and paid for by weight shall be furnished, erected and maintained by the Contractor, or be certified permanently installed commercial scales. Scales shall be accurate within one-half percent (S%) of the correct weight throughout the range of use. The Contractor shall have the scales checked under the observation of the inspector before beginning work and at such other times as requested. The intervals shall be uniform in spacing throughout the graduated or marked length of the beam or dial and shall not exceed one-tenth of one percent (.101o) of the nominal rated capacity of the scale, but not less than one (1) pound. The use of spring balances will not be permitted. Beams, dials, platforms and other scale equipment shall be so arranged that the operator and inspector can safely and conveniently view them. Scale installations shall have available, ten (10) standard fifty (50) pound weights for testing the weighing equipment or suitable weights and devices for other approved equipment. Scales must be tested for accuracy and serviced before use at a new site. Platform scales shall be installed and maintained with the platform level and rigid bulkheads at each end. Scales "overweighing" (indicating more than correct weight) will not be permitted to operate and all materials received subsequent to the last previous correct weighing accuracy test will be reduced by the percentage of error in excess of one-half of one percent (S%). 11/92 GP 90-2 In the event inspection reveals the scales have been "underweighing" (indicating less than correct weight) they shall be adjusted and no additional payment to the Contractor will be allowed for materials previously weighed and recorded. All costs in connection with furnishing, installing, certifying, testing, and maintaining scales; for furnishing check weights and scale house; and for all other items specified in this subsection, for the weighing of materials for proportioning or payment, shall be included in the unit Contract prices for the various items of the project. When the estimated quantities for a spec portion of the work are designated as the pay quantities in the Contract, they shall be the final quantities for which payment for such specific portion of the work will be made, unless the dimensions of said portions of the work shown on the Plans are revised by the Engineer. If revised dimensions result in an increase or decrease in the quantities of such work, the final quantities for payment will be revised in the amount represented by the authorized changes in the dimensions. 90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation provided for in the Contract as full payment for furnishing all materials, for performing all work under the Contract in a complete and acceptable manner, and for all risk, loss, damage, or expense of whatever character arising oust of the nature of the work or the prosecution thereof, subject to the provisions of the Subsection titled NO 'WAIVER OF LEGAL RIGHTS of Section 70. When the "basis of payment" subsection of a technical Specification requires that the Contract price (price bid) include compensation for certain work or material essential to the item, this same work or material will not also be measured for payment under any other Contract Item which may appear elsewhere in the Contract, Plans, or Specifications. 90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted quantities of work vary from the quantities in the proposal, the Contractor shall accept as payment in full, so far as Contract Items are concerned, payment at the original Contract price for the accepted quantities of work actually completed and accepted. No allowance, except as provided for in the subsection titled ALTERATION OF WORK AND QUANTTTIES of Section 40 will be made for any increased expense, loss of expected reimbursement, or loss of anticipated profits suffered or claimed by the Contractor which results directly from such ;alterations or indirectly from his/her unbalanced allocation of overhead and profit among the Contract Items, or from any other cause. 90-04 PAYMENT FOR OMTITED ITEMS. As specified in the subsection titled OMITTED ITEMS of Section 40, the Engineer shall have the right to omit from the work (order non-performance) any Contract Item, except major Contract Items, in the best interest of the Owner. Should the Engineer omit or order non-performance of a Contract Item or portion of such item from the work, the Contractor shall accept payment in full at the Contract prices for any work actually completed and acceptable prior to the Engineer's order to omit or non -perform such Contract Item. Acceptable materials ordered by the Contractor or delivered on the work prior to the date of the Engineer's order will be paid for at the actual cost to the Contractor and shall thereupon become the property of the Owner. In addition to the reimbursement hereinbefore provided, the Contractor shall be reimbursed for all actual costs incurred for the purpose of performing the omitted Contract Item prior to the date of the Engineer's order. Such additional costs incurred by the Contractor must be directly related to the deleted Contract Item and shall be supported by certified statements by the Contractor as to the nature and amount of such costs. 11/92 GP 90-3 1� 9045 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. A. Agreed Price. Extra work performed in accordance with the subsection titled EXTRA WORK of Section 40 will be paid for at the Contract prices or agreed prices specified in the Change Order or Supplemental Agreement authorizing such extra work. If the work is to be paid under agreed prices, the prices shall be based upon the Contractor's price analysis of the cost of the work. This price analysis shall be provided by the Contractor and shall be based upon the Contractor's estimated breakdown of his/her cost for the work, including all charges based upon the items as listed in this subsection under "Force Account Work". Lump sum costs for work, without accompanying detailed price analyses, will not be acceptable. Forms intended to aid the Contractor in compiling price analyses are available from the Engineer upon request. B. Force Account Work. When the Change Order or Supplemental Agreement authorizing extra work requires that it be done by force account, such force _account shall be measured and paid for based on expended labor, equipment, and materials, plus an allowance for overhead and profit. 1. Miscellaneous. No additional allowance will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. 2. Comparison of Record. The Contractor and the Engineer shall compare records of the cost of force account work at the end of each day. Agreement shall be indicated by signature of the Contractor and Engineer or their duly authorized representatives. 3. Statement. No payment will be made for work performed on a force account basis until the 1 11/92 GP 90-4 1 Contractor has furnished the Engineer with duplicate itemized statements of the cost of such force account work detailed as follows: a. Name, classification, date, daily hours, total hours, rate and extension for each laborer and foreman. b. Designation, dates, daily hours, total hours, rate, and extension for each unit of machinery and equipment. For Contractor self -owned equipment, the maximum rate paid for equipment will be determined based upon the following factors. The base hourly rates shall be the daily rate as listed in the current Rental Rates for Construction Equipment prepared by Associated Equipment Distributors divided by eight (8). Where no daily rate is listed, the daily rate will be determined by dividing the monthly rate by 10. The first 20 hours will be paid at 90% of the above base hourly rate. For 21 to 40 hours, the rate will be 80% of the above base hourly rate. For over 40 hours, the rate will.be 45% of the above base hourly rate. ' The number of hours to be paid for shall be the number of hours that the equipment or plant is actually used on a specified force account job. For rented equipment, such equipment will be paid for based upon rental cost as approved by the Engineer. Invoices showing rental charges must be submitted to the Engineer for such payment. 1 11/92 GP 90-4 1 For use of all equipment, when, in the opinion of the Contractor and as -approved by the Engineer, suitable equipment is not available on the site, the movement of required equipment to and from the site will be paid for at actual cost. Equipment to be used by the Contractor shall be specifically described and be of suitable size and suitable capacity required for the work to be performed. In the event the Contractor elects to use equipment of a higher rental value than that suitable for the work, payment will be made at the rate applicable to the suitable equipment. The equipment actually used and the suitable equipment paid for will be recorded as part of the record for force account work. The Engineer shall determine the suitability of the equipment. If there is a differential in the rate of pay of the operator of oversize or higher rate equipment, the rate paid for the operator will likewise be that for the suitable equipment. In the event that a rate is not established in the Associated Equipment Distributors Rental Rates for a particular piece of equipment or plant, the Owner shall establish a rate for that piece of equipment or plant that is consistent with its cost and use. C. Quantities of materials, prices, and extensions. d. Transportation of materials. e. Cost of property damage, liability and workmen's compensation insurance premiums, unemployment insurance contributions, and social security tax. E Profit and Overhead. Profit and overhead cost shall be computed at 20 percent of the following. Total Direct Labor Cost (actual hours worked multiplied by the basic, hourly wage rate) plus supplemental benefits payments, payroll taxes, insurance payments and other labor related fringe benefit payments as defined in b) and c) above, but not including the overtime additive payments. Profit and overhead shall not be paid on the premium portion of overtime. Total Cost of Materials as defined in a) above including the cost of transportation to the project site. If any of the work is performed by a subcontractor, the Contractor shall be paud the actual and reasonable cost of such subcontracted work computed as outlined in a) through e) above, or on such other basis as may be approved by the Owner. Subcontractor profit and overhead shall be paid as outlined in 0 above, plus an additional allowance of five percent (5%) of materials and direct labor to cover the Contractor's profit, superintendence, administration, insurance and other overhead. g. Overhead shall be defined to include the following items: Premium on bond. Premium on insurance required by the State, Workmen's Compensation Insurance, public liability and property damage insurance, unemploinnent . 11/92 GP 90-5 1 insurance, Federal old -age benefits, other payroll taxes and such reasonable charges that are paid by the Contractor pursuant to written agreement with his/her employee. All salary and expenses of executive officers, supervising officers or supervising employees. All clerical or stenographic employees. All charges for minor equipment, such as small tools, including shovels, picks, axes, saws, bars, sledges, lanterns, jacks, cables, pails, wrenches; etc. and other miscellaneous supplies and services. All drafting room accessories such as paper, tracing cloth, blueprinting, etc. Statements shall be accompanied and supported by receipted invoice for all materials used and transportation charges. However, if materials used on the force account work are not specifically purchased for such work but are taken from the Contractor's stock, then in lieu of the invoices the Contractor shall furnish an affidavit certifying that such materials were taken from his/her stock, that the quantity claimed was actually used, and that the price and transportation claimed represent the actual cost to the Contractor. 90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month as the work progresses. Said payments will be based upon estimates prepared by the Engineer of the value of the work performed and materials complete in place in accordance with the Contract, Plans, and Specifications. Such partial payments may also include the delivered actual cost of those materials stockpiled and stored in accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND of this section. No partial payment will be made when the amount due the Contractor since the last estimate amounts to less than five hundred dollars ($500.00). From the total of the amount determined to be payable on a partial payment, five percent (5%) of such total amount will be deducted and retained by the Owner until the final payment is made. When not less than ninety-five percent (95%) of the work has been completed the Engineer may, at his/her discretion and with the consent of the Surety, prepare an estimate from which will be retained an amount not less than twice the Contract value or estimated cost, whichever is greater, of the work remaining to be done. The remainder, less all previous payments and deductions, will then be certified for payment to the Contractor. It is understood and agreed that the Contractor shall not be entitled to demand or receive partial payment based on quantities of work in excess of those provided in the proposal or covered by approved Change Orders or Supplemental Agreements, except when such excess quantities have been determined by the Engineer to be a part of the final quantity for the item of work in question. ' No partial payment shall bind the Owner to the acceptance of any materials or work in place as to quality or quantity. All partial payments are subject to correction at the time of final payment as provided in the subsection titled ACCEPTANCE AND FINAL PAYMENT of this section. 90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the extent of the delivered cost of materials to be incorporated in the work, provided that such materials meet the requirements of the Contract, Plans, and Specifications and are delivered to acceptable sites on the airport property or at other 1 11/92 GP 90-6 1 sites in the vicinity that are acceptable to the Owner. Such delivered costs of stored or stockpiled materials may , be included in the next partial payment after the following conditions are met: A. The material has been stored or stockpiled in a manner acceptable to the Engineer at or on an approved site. B. The Contractor has furnished the Engineer with acceptable evidence of the quantity and quality of such stored or stockpiled materials. C. The Contractor has furnished the Engineer with satisfactory evidence that the material and transportation costs have been paid. D. The Contractor has furnished the Owner legal title (free of liens or encumbrances of any kind) to the material so stored or stockpiled. E. The Contractor has furnished the Owner evidence that the material so stored or stockpiled is insured against loss by damage to or disappearance of such materials at any time prior to use in the. work. It is understood and agreed that the transfer of title and the Owner's payment for such stored or stockpiled materials shall in no way relieve the Contractor of his/her responsibility for furnishing and placing such materials in accordance with the requirements of the Contract, Plans, and Specifications. In no case will the amount of partial payments for materials on hand exceed the Contract price for such materials or the Contract price for the Contract Item on which the material is intended to be used. No partial payment will be made for stored or stockpiled living or perishable plant materials. The Contractor shall bear all costs associated with the partial payment of stored or stockpiled materials in accordance with the provisions of this subsection. 90-05 ACCEPTANCE AND FINAL PAYMENT. When the Contract work has been accepted in accordance with the requirements of the subsection titled FINAL. ACCEPTANCE of Section 50, the Engineer will prepare the final estimate of the items of work actually performed. The Contractor shall approve the Enloneer's final estimate or advise the Engineer of his/her objections to the final estimate which are based on disputes in measurements or computations of the final quantities to be paid under the Contract as amended by Change Order or Supplemental Agreement. The Contractor and Engineer shall resolve all disputes (if any) in the measurement and computation of final quantities to be paid within thirty (30) calendar days of the Contractor's , receipt of the Engineer's final estimate. If, after such thirty (30) day period, a dispute still exists, the Contractor may approve the Engineer's estimate under protest of the quantities in dispute and such disputed quantities shall be considered by the Owner as a claim in accordance with the subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of Section 50. After the Contractor has approved, or approved under protest, the Engineer's final estimate, final payment will be processed based on the entire sum, or the undisputed sum in case of approval under protest, determined to be due the Contractor less all previous payments and all amounts to be deducted under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. I 11/92 GP 90-7 1 1 If the Contractor has filed a claim for additional compensation under the provisions of the subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or under the provisions of this subsection, such claims will be considered by the Owner in accordance with local laws or ordinances. Upon final adjudication of such claims, any additional payment determined to be due the Contractor will be paid pursuant to a supplemental, final, estimate. The payment of the final amount due under this Contract, and the adjustment and the payment of the bill rendered for work in accordance with any alterations of the same shall release the Owner from any and all claims or liabilities on account of work performed under said Contract, or any alterations thereof. In case the execution of this Contract is delayed by action of the Owner, the time for completion is hereby extended for a time equal to the delay caused by the party of the first part, but no claim for damages by reason of such delay shall be made or allowed. Should postponement or delay be occasioned by the precedence of other Contracts on the line of work, which may be either let or executed before or after the execution of this Contract, no claim for damages will be allowed; but the time for completion may be extended for a time equal to the delay or postponement caused by such precedent Contracts. The Owner shall not be required, or liable to make the aforesaid payments, on any part thereof, or to pay anything whatever on account of said work, or by virtue of this Agreement, any sooner or faster than there shall be money or funds in the treasury of said Owner properly applicable to that purpose, and which shall have been collected or paid into said treasury on account of said work or improvement. 90-09 GUARANTY. The Contractor shall, in consideration of the Contract price, maintain and keep in good repair all the work executed under this Contract for a period of twelve (12) months from the time of its final acceptance. Also, that he will make any and all repairs deemed necessary by the Engineer within five (5) days from the date of a notice from the said Engineer. rWithin the period of said guaranty, no certificate given nor payment made under the Contract, nor partial or entire occupancy of the premises by the Owner shall be construed as an acceptance of defective work or of i improper materials or as condoning any negligence or omission. 90-10 SECURITY FOR GUARANTEE. The Contractor shall upon final acceptance of the work, furnish a bond to the Owner in a penal sum equal to five percent (5%) of the amount of the Contract price, executed by ' a surety company authorized by the Department of Insurance of the State of New York to execute such a bond in this State, and which bond shall be approved as to form and manner of execution by the Owner's attorney. This bond shall be conditioned for the faithful performance by the said Contractor of the conditions and stipula- tions of Section 90-10 of these Specifications, thereof relating to maintenance and repair, for a period of one {1) year from the date of the final acceptance of the work. In default of the filing of such bond, a sum of money equal to said five percent (5%) may be retained out of any monies due to the Contractor and be held for twelve ' (12) months, or until the bond above described is filed. 90-11 LIEN LAW. If, at any time before or within thirty (30) days after the whole work herein agreed to be performed has been completed and accepted by the party of the first part, any person or persons claiming to ' have performed any labor or furnished any material toward the performance or completion of this Contract shall file with the Engineer and with the financial officer of the Owner or other officer or person charged with. the custody and disbursement of the Owner funds applicable to the Contract under which the claim is made, such notice as is prescribed in the Act of Legislature of the State of New York passed February 17, 1909, entitled an "Act in Relation to Liens", and the acts amendatory thereof or supplementary thereto, then and in every such case the party of the first part shall retain (anything herein contained to the contrary thereof notwithstanding) from the monies under its control and due or to grow due under this Agreement, as much of such monies as 1 11/92 GP 90-8 11 shall be sufficient to pay, satisfy and discharge the amount in such notice claimed to be due to the person or , persons filing such lien, together with the reasonable cost of any actions brought to enforce such claim or the lien creating by the filing of such notice. The monies so retained shall be retained by the party of the first part until the lien thereon created by the said act and filing of said notice shall be discharged pursuant to the provisions of said act or acts. END OF SECTION 11/92 GP 90-9 ITEM P-152 I EXCAVATIONAND EMBANKMENT 152-1 DESCRIPTION. ' 152-1.1 This item covers excavation, disposal, placement and compaction of all materials within the limits of the work required to construct runway safety areas, runways, taxiways, aprons and intermediate, as well as other areas for drainage, building construction, parking or other purposes in accordance with these Specifications and in conformity to the dimensions and typical sections shown on the Plans. 152-12 CLASSIFICATION. All material excavated shall be classified as defined below and specified in the Payment Items in accordance with these classifications. ' A. Common Excavation. Common excavation shall consist of the excavation and disposal of all material, regardless of its nature, which is not otherwise classified and paid for under the following items. ' B. Rock Excavation. Rock excavation shall include all solid rock in ledges, imbedded deposits, in unstratified masses and conglomerate deposits which are so firmly cemented they cannot be removed without blasting or using hoe -rams. All boulders containing a volume of more than 1/2 cubic yard will be classified as "rock excavation". C. Borrow Excavation. Borrow excavation shall consist of approved material required for the construction of embankment or for other portions of the work in excess of the quantity of usable material available from required excavations. Borrow material shall be obtained from areas within the limits of the Airport property but outside the normal limits of necessary grading. D. Pavement Excavation. Pavement excavation shall consist of the removal and disposal of existing bituminous concrete pavement or portland cement concrete pavement including soil cement, stabilized base or subbase material as shown on the Plans, regardless of the thickness encountered. ' 152-13 SUITABLE MATERIAL. A material whose composition is satisfactory for use in embankment construction is designated as a suitable material. The moisture content has no bearing upon such designation, ' however, the moisture content of a material may be such that its use will require extensive manipulation. It is the Contractor's responsibility to determine the economics of using, or disposing and replacing, such materials. Materials determined by the Contractor to be un -economical for use shall be disposed of off airport property and replaced with other material at no additional cost to the Owner. In general, any mineral (inorganic) soil, ' blasted or broken rock and similar materials of natural or man made origin, including mixtures thereof, are considered as suitable materials. 152-1.4 UNSUITABLE MATERIAL. Any material containing vegetation or organic matter, such as muck, peat, organic silt or sod shall be considered unsuitable for use in embankment construction. Material, when approved by the Engineer as suitable to support vegetation, may be used on the embankment slope. ' 152-2 MATERIALS. 152-2.1 BORROW MATERIAL. Borrow material shall be of soils group GW, GP, GM, SW, SP, or SM as ' designated by ASTM D2487, Classification of Soils for Engineering Purposes. Stones or rock larger than 12 inches in their greatest dimension will not be allowed. t 12/92 SP P-152-1 1 152-3 SUBMITTALS AND CERTIFICATIONS. 152-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: Certified test results indicating borrow materials meet the requirements specified. 1524 CONSTRUCTION METHODS. 1524.1 GENERAL.. When the Contractor's excavating operations encounter artifacts of historical or ' archeological significance, the operations shall be temporarily discontinued. At the direction of the Engineer, the Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for their removal. Such excavation will be paid for as extra work. Those areas outside of the pavement areas in which the top layer of soil material has become; compacted, by hauling or other activities of the Contractor, shall be scarified and disked to a depth of 4 inches in order to ' loosen and pulverize the soil. If it is necessary to interrupt existing surface drainage, sewers or under -drainage, conduits, utilities or similar ' underground structures, the Contractor shall be responsible for and shall take all necessary precautions to preserve them or provide temporary services. When such facilities are encountered, the Contractor shall notify the Engineer, who shall arrange for their removal if necessary. The Contractor shall, at his/her own expense, ' satisfactorily repair or pay the cost of all damage to such facilities or structures which may result from any of the Contractor's operations during the period of the Contract. 1524.2 EXCAVATION. No excavation shall be started until the work has been staked out by the Contractor ' and the Engineer has obtained elevations and measurements of the ground surface. All suitable excavated material shall be used in the formation of embankment, subgrade or for other purposes shown on the Plans. All unsuitable material shall be disposed of as shown or specified. ' When rock is encountered, Contractor shall excavate overburden so that elevations of the rock can be taken. Overburden which cannot be spoiled or placed in its final location shall be stockpiled temporarily, adjacent to the work. After cross sections have been taken and quantities calculated, Contractor shall proceed with excavation as directed by the Engineer. Work on excavation may be temporarily suspended by the Engineer until grades are redesigned. The Contractor shall have no claims against the Owner or Engineer for down time or loss of production which is the result of encountering rock. When the volume of the excavation exceeds that required to construct the embankments to the grades indicated, the excess shall be used to grade the areas of ultimate development or disposed of as directed. When the volume of excavation is not sufficient for constructing the fill to the grades indicated, the deficiency shall be obtained , from borrow areas. The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary drains and drainage ditches shall be installed to intercept or divert surface water which may affect the work. A. Selective Grading. When varying soils are encountered, the more suitable material as designated by the ' Engineer shall be used in constructing the embankment or in capping the pavement subgrade. If, at the time of excavation, it is not possible to place this material in its final location, it shall ibe stockpiled in approved areas. , 12/92 SP P-152-2 I 1 B. Undercutting. Subgrade in Excavated Areas: Rock, shale, hardpan, loose rock, boulders or other materials unsatisfactory for subgrades (runways, taxiways, aprons, roads, shoulders), shall be excavated to a minimum depth of 12 inches, or to the depth directed by the Engineer, below the subgrade. ' Muck, peat, matted roots or other yielding materials unsatisfactory for subgrade, shall be removed to the depth directed by the Engineer. Subgrade in Embankment Areas: Muck, peat, matted roots or other yielding materials unsatisfactory for subgrade, shall be removed to the depths directed by the Engineer. Materials unsuitable for the formation of embankments shall be placed in spoil areas. The undercut material shall be paid for at the Contract unit price per cubic yard for common excavation or rock excavation, as determined' by the Engineer. Undercut areas under proposed pavement, shall be backfilled with Item P-154 Subbase Course and thoroughly compacted by rolling. Payment for the placement of this material shall be made under Item P-154 Subbase Course. Where rock cuts are made and backfilled with selected material, any pockets created in the rock surface shall be shaped to drain freely, or as directed by the Engineer. Areas outside proposed pavement which are directed by the Engineer to be undercut, shall be ' paid for under common excavation and backfilled with suitable on-site material obtained from grading operations. The necessary backfilling with on-site material shall constitute a part of the embankment and will not be paid for separately. C. Overbreak. Overbreak, including slides, is that portion of any material displaced or loosened beyond the finished work as planned or authorized by the Engineer. The Engineer shall determine if the displacement of such material was unavoidable and the decision shall be final. All overbreak shall be graded or removed by the Contractor and disposed of as directed. However, payment will not be made for the removal and disposal of overbreak which the Engineer determines as avoidable. Unavoidable overbreak shall be classified as common excavation. ' D. Removal of Utilities. The removal of existing structures and utilities required to permit the orderly progress of work will be accomplished by someone other than the Contractor, e.g., the utility unless otherwise shown on the Plans. All existing foundations shall be excavated for at least 2 feet below the ' top of subgrade, or as indicated on the Plans, and the material disposed of as directed. All foundations thus excavated shall be backfilled with suitable materials and compacted as specified herein. ' E. Compaction Requirements. It shall be the Contractor's responsibility to properly place and compact all material in accordance with these Specifications and as shown on the Plans, and to correct any deficiencies resulting from insufficient or improper compaction of such materials. The subgrade under areas to be paved shall be compacted in accordance with the following applicable requirements: ' - For subgrades under flexible pavements in cut sections, the top 6 inches shall be compacted to a density of not less than 95 percent for cohesive soils or 100 percent for noncohesive soils of the maximum density as determined by ASTM D698. For fill sections, the subgrade shall be compacted for the entire depth of the fill to a density of not less than 95 percent for cohesive soils or 100 percent for noncohesive soils of the maximum density as determined by ASTM D698. 12/92 SP P-152-3 For subgrades under rigid pavements in cut sections, the top 6 inches shall be compacted to a ' density of not less than 90 percent for cohesive soils of the maximum density as determined by ASTM D698. For cut sections in noncohesive soils, the top 6 inches of the subgrade shall be compacted to a density of not less than 100 percent of the maximum density and the next 18 inches of the subgrade compacted to a density of not less than 95 percent of the maximum density as determined by ASTM D698. For cohesive soils used in fill sections, the entire depth of the fill shall be compacted to a density of not less than 90 percent of the maximum density as determined by ASTM D698 and for noncohesive soils used in fill sections, the top 6 inches shall be compacted to a density of not less than 100 percent of the maximum density and the remainder of the fill compacted to a density of not less than 95 percent of the maximum density as determined by ASTM D698. The in-place field density shall be determined in accordance with ASTM D1556 or ASTM D2167. , Density tests shall be taken for every 1,000 square yards -of completed subgrade by the Engineer. Failing tests shall be paid for by the Contractor. Stones or rock fragments larger than 4 inches in their greatest dimension will not be permitted in the top 6 inches of the subgrade. The finished grading operations, conforming to the typical cross section, shall be completed and maintained at least 1,000 feet ahead of , the paving operations or as directed by the Engineer. In cuts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to line of finished grade of slope. All cut -and -fill slopes shall be uniformly dressed to the slope, cross section and alignment shown on the Plans or as directed by the Engineer. F. Blasting. Blasting will be permitted only when proper precautions are taken for the safety of all persons, the work and the property. All damage done to the work or property shall be repaired at the ' Contractor's expense. All operations of the Contractor in connection with the transportation, storage and use of explosives shall conform to all State and local regulations and explosive; manufacturers instructions, with applicable approved permits reviewed by the Engineer. Any approval given, however, will not relieve the Contractor of his responsibility in blasting operations. ' Where blasting is approved, the Contractor shall employ a vibration consultant to advise on explosive charge weights per delay and to analyze records from seismograph recordings. The seismograph shall be capable of producing a permanent record of the three components of the motion in terms of particle velocity and in addition, shall be capable of internal dynamic calibration. ' In each distinct blasting area, where pertinent factors affecting blast vibrations and their effects in the area remain the same, the Contractor shall submit a blasting plan of the initial blasts to the Engineer for approval. This plan must consist of hole size, depth, spacing, burden, type of explosives, type of delay sequence, maximum amount of explosive on any one delay period, depth of rock and depth of overburden, if any. The maximum explosive charge weights per delay included in the plan shall not be increased. ' The Contractor shall keep a record of each blast fired; its date, time and location, the amount of explosives used, maximum explosive charge weight per delay period and where necessary, seismograph records identified by instrument number and location. These records shall be made available to the Engineer on a monthly basis or in tabulated form at other times as required. 15243 BORROW EXCAVATION. Borrow area(s) within the Airport property, if any, are indicated on the ' Plans. Borrow excavation shall be made only at these designated locations and within the horizontal and vertical limits as staked or as directed. When borrow sources are outside the boundaries of the Airport property, it shall be the Contractor's responsibility to locate and obtain the supply, subject to the approval of the Engineer. The Contractor shall 12/92 SP P-152-4 I notify the Engineer at least fifteen (15) days prior to beginning the excavation so necessary measurements and tests can be made. All unsuitable material shall be disposed of by the Contractor. All borrow pits shall be opened up to expose the vertical face of various strata of acceptable material to enable obtaining a uniform product. Borrow pits shall be excavated to regular lines to permit accurate measurements and they shall be drained and left in a neat, presentable condition with all slopes dressed uniformly. 1524.4 DRAINAGE EXCAVATION. Drainage excavation shall consist of excavating for drainage ditches such ' as intercepting, inlet or outlet; for levee construction; or for any other type as designed or as shown on the Plans. The work shall be performed in the proper sequence with the other construction. All satisfactory material shall be placed in fills. Unsuitable material shall be placed in waste areas or as directed. Intercepting ditches shall be constructed prior to starting adjacent excavation operations. All necessary work shall be performed to secure a finish true -to -line elevation and cross section. ' The Contractor shall maintain ditches constructed on the Project to the required cross section and shall keep them free of debris or obstructions until the Project is accepted. 1524.5 PREPARATION OF EMBANKMENT AREA. All sod shall be removed from the subgrade and from areas of future pavement, regardless of the height of embankment. Where an embankment is to be constructed to a height of 4 feet or less, all sod and vegetable matter shall be removed from the surface upon which the embankment is to be placed and the cleared surface shall be completely broken up by plowing or scarifying to a minimum depth of 6 inches. This area shall then be compacted as indicated in Paragraph 4.6. When the height of fill is greater than 4 feet, sod not required to be removed shall be thoroughly disked and recompacted to the density of the surrounding ground before construction of embankment. Where embankments are to be placed on natural slopes steeper than 3 to 1, horizontal benches shall be constructed as shown on the Plans. No direct payment will be made for the work performed under this section. The necessary clearing and grubbing and the quantity of excavation removed will be paid for under the respective items of work. 1524.6 FORMATION OF EMBANKMENTS. Embankments shall be formed in successive horizontal layers of not more than 8 inches in loose depth for the full width of the cross section, unless otherwise approved by ' the Engineer. The grading operations shall be conducted, and the various soil strata shall be placed, to produce a soil structure as shown on the typical cross section or as directed. Materials such as brush, hedge, roots, stumps, grass and ' other organic matter, shall not be incorporated or buried in the embankment. Operations on earthwork shall be suspended at any time when satisfactory results cannot be obtained because of rain, freezing or other unsatisfactory conditions of the field. The Contractor shall drag, blade or slope the embankment to provide proper surface drainage. The material in the layer shall be within ±2 percent of optimum moisture content before rolling to obtain the prescribed compaction. In order to achieve a uniform moisture content throughout the layer, wetting or drying of the material and manipulation shall be required when necessary. Should the material be too wet to permit proper compaction or rolling, all work on all of the affected portions of the embankment shall be delayed until the material has dried to the required moisture content. Natural drying may be accelerated by blending in a dry material or manipulation alone to increase the rate of evaporation. Sprinkling of dry material to obtain the proper moisture content shall be done with approved equipment that will sufficiently distribute the water. Sufficient equipment to furnish the required water shall be available at all times. Samples of all embankment materials for testing, both before and after placement and compaction, will be taken as a minimum for each 1,000 cubic yards of material placed per layer or other appropriate frequencies as determined by the Engineer. Based on these tests, the Contractor shall make the necessary corrections and adjustments in methods, materials or moisture content in order to achieve the correct 12/92 SP P-152-5 In the construction of embankments, layer placement shall begin in the deepest portion of the fill. As placement I progresses, layers shall be constructed approximately parallel to the finished pavement grade line. When rock and other embankment material are excavated at approximately the same time, the rock shall be incorporated into the outer portion of the embankment and the other material shall be incorporated under the future paved areas. Stones or fragmentary rock larger than 4 inches in their greatest dimensions will not be allowed in the top 6 inches of the subgrade. Rock fill shall be brought up in layers as specified or as directed and every effort shall be exerted to fill the voids with the finer material forming a dense; compact mass. Rock or boulders shall not be disposed of outside the excavation or embankment areas, except at places and in the manner designated by the Engineer. ' - When the excavated material consists predominantly of rock fragments of such size that the material cannot be ' placed in layers of the prescribed thickness without crushing, pulverizing or further breaking down the pieces, such material may be placed in the embankment as directed in layers not exceeding 2 feet in thickness. Each layer shall be leveled and smoothed with suitable leveling equipment and by distribution of spalls and finer frag- ments of rock. These type lifts shall not be constructed above an elevation 4 feet below the finished subgrade. 12/92 SP P-152-6 I embankment density. Rolling operations shall be continued until the embankment is compacted to not less than 95 percent of maximum density for noncohesive soils and 90 percent of maximum density for cohesive soils, as determined by ASTM D698. Under all areas to be paved, the embankments shall be compacted as specified under Section 152- 4.2(E). It shall be the Contractor's responsibility to properly place and compact all materials for this project and to correct any deficiencies resulting from insufficient or improper compaction of such materials throughout the contract period. The selection of compaction equipment is the Contractor's responsibility. The Contractor shall , determine the size, type and weight of the compactor(s) best suited to the work at hand, select and control the lift (layer) thickness, exert proper control over the moisture content of the material, and other details necessary to obtain satisfactory results. All compaction equipment shall be marked by a permanently attached manufacturer's identification plate designating the name of the manufacturer, model number and, serial number ' of the machine as a minimum identification. This plate shall be installed in a readily visible location. Compaction equipment lacking such an original manufacturer's identification plate, or with altered or illegible plates, will not be recognized as acceptable compaction equipment. Any equipment not principally manufactured ' for compaction purposes and equipment which is not in proper working order in all respects shall not be used. The Contractor shall not use any compactor for which he cannot furnish manufacturer's specifications covering data not obvious from a visual inspection of the equipment and necessary to determine its classification. Damage to any compacted lift at any time during the course of construction such as rutting or subgrade failure under the loads imposed by earth moving equipment, shall be fully repaired b the Contractor at his own expense prior to placement of any overlying materials. Contractor shall have no claims against the Owner when his excavation and compaction equipment causes damage to any compacted lift or caused delays in the construction schedule. , The in-place field density shall be determined in accordance with ASTM D1556 or ASTM D21,67. Compaction areas shall be kept separate and no layer shall be covered by another until the proper density is obtained. During construction of the embankment, the Contractor shall route his equipment at all times, both when loaded and when empty, over the layers as they are placed and shall distribute the travel evenly over the entire width of the embankment. The equipment shall be operated in such a manner that hardpan, cemented gravel, clay or other chunky soil material will be broken up into small particles and become incorporated with the other material in the layer. In the construction of embankments, layer placement shall begin in the deepest portion of the fill. As placement I progresses, layers shall be constructed approximately parallel to the finished pavement grade line. When rock and other embankment material are excavated at approximately the same time, the rock shall be incorporated into the outer portion of the embankment and the other material shall be incorporated under the future paved areas. Stones or fragmentary rock larger than 4 inches in their greatest dimensions will not be allowed in the top 6 inches of the subgrade. Rock fill shall be brought up in layers as specified or as directed and every effort shall be exerted to fill the voids with the finer material forming a dense; compact mass. Rock or boulders shall not be disposed of outside the excavation or embankment areas, except at places and in the manner designated by the Engineer. ' - When the excavated material consists predominantly of rock fragments of such size that the material cannot be ' placed in layers of the prescribed thickness without crushing, pulverizing or further breaking down the pieces, such material may be placed in the embankment as directed in layers not exceeding 2 feet in thickness. Each layer shall be leveled and smoothed with suitable leveling equipment and by distribution of spalls and finer frag- ments of rock. These type lifts shall not be constructed above an elevation 4 feet below the finished subgrade. 12/92 SP P-152-6 I Density requirements will not apply to portions of embankments constructed of materials which cannot be tested in accordance with specified methods. Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen material. ' There will be no separate measurement or payment for compacted embankment and all costs incidental to placing in layers, compacting, disking, watering, mixing, sloping and other necessary operations for construction of embankments will be included in the contract price for excavation, borrow or other items. ' 1524.7 FINISHING AND PROTECTION OF SUBGRADE. After the subgrade has been substantially completed, the full width shall be conditioned by removing any soft or other unstable material which will not compact properly. The resulting areas and all other low areas, holes or depressions shall be brought to grade with suitable select material. Scarifying, blading, rolling and other methods shall be performed to provide a thoroughly compacted subgrade shaped to the lines and grades shown on the Plans. Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all precautions necessary to protect the subgrade from damage. Contractor shall limit hauling over the finished subgrade to that which is essential for construction purposes. All ruts or rough places that develop in a completed subgrade shall be smoothed and recompacted. No subbase, base or surface course shall be placed on the subgrade until the subgrade has been reviewed the Engineer. 1524.8 HAUL. All hauling will be considered a necessary and incidental part of the work. Its cost shall be considered by the Contractor and included in the Contract unit price for the pay of items of work involved. No ' payment will be made separately or directly for hauling on any part of the work. The Contractor's equipment shall not cause damage to any compacted lift or to the subgrade as a result of hauling operations. Any damage to subgrade or compacted lifts caused as a result of the contractor's hauling operations shall be fully repaired ' at the Contractor's expense. 1524.9 TOLERANCES. In those areas upon which a subbase or base course is to be placed, the top of the subgrade shall be of such smoothness that, when tested with a 16 -foot straightedge applied parallel and at right ' angles to the centerline, it shall not show any deviation in excess of 1/2 -inch or shall not be more than 0.05 -foot from true grade as established by grade hubs or pins. Any deviation in excess of these amounts shall be corrected by loosening, adding or removing materials; reshaping; and recompacting by sprinkling and rolling. All turfed areas within the grading limits shall be graded to the lines and grades shown on the Plans or as directed by the Engineer. In turfed areas, finished grade shall be within 0.10 -foot of proposed grade as ' established by grade hubs or pins. Any deviation in excess of this amount shall be corrected by loosening, adding or removing materials and reshaping. All turfed areas shall be graded such that they are free draining regardless of the tolerance. 1524.10 TOPSOIL. When topsoil is specified'or required as shown on the Plans or under Item T- 905, it shall be salvaged from stripping or other grading operations. The topsoil shall meet the requirements of Item T- 905. If, at the time of excavation or stripping, the topsoil cannot be placed in its proper and final section of finished construction, the material shall be stockpiled at approved locations. Stockpiles shall not be placed within runway or taxiway safety area limits and shall not be placed on areas which subsequently will require any excavation or embankment. ' If, in the judgement of the Engineer, it is practical to place the salvaged topsoil at the time of excavation or stripping, the material shall be placed in its final position without stockpiling or further rehandling. 1 12/92 SP P-152-7 Upon completion of grading operations, stockpiled topsoil shall be handled and placed as directed or as required in Item T- 905. The quantity of topsoil removed and placed directly or stockpiled and later placed shall be paid for under Item P-152. Excess topsoil from the stockpile not utilized in the finished work shall be placed in locations on the site or disposed of as directed by the Engineer. No direct payment shall be made for rehandling of stockpiled topsoil. The cost of stripping, stockpiling, placing and/or disposal shall be included in the Contract unit price per cubic yard for Common Excavation. 1524.11 REMOVAL OF WATER. Removal of water, if encountered, shall be in accordance with the Removal of Water Section of the General Provisions. Performance of the work described in this section is not payable directly, but shall be considered as a subsidiary obligation of the Contractor and included in the Contract price for the pay items of work involved. 1524.12 SPOIL AREAS. All spoil material shall be disposed of on Airport property as directed by the Airport Authorities. Prior to placing spoil, Contractor shall strip topsoil from limits of spoil area. Upon completion of spoil operations, Contractor shall cover the spoil area with previously stripped topsoil. Contractor shall grade spoil area and provide a turfed area, maintainable with municipally owned mowing equipment. Contractor shall provide drainage for the spoil area consistent with existing drainage patterns of the surrounding; areas. Upon completion of spoiling operations and placing topsoil, Contractor shall seed and mulch spoil site. The surface elevation of spoil areas shall not extend above the surface elevation of adjacent usable areas of the Airport, unless specified on the Plans. No direct payment will be made for grading, topsoiling, seeding &: mulching the spoil area. The disposition of spoil material shall be considered incidental to this contract and the costs shall be included in the various pay items involved. 152-5 METHOD OF MEASUREMENT. 152-5.1 Payment will be made at the lump sum price bid for this item. 152-6 BASIS OF PAYMENT. 152-6.1 Payment shall be made on a lump sum basis for all common excavation. The lump sum price bid for Common Excavation shall be full compensation for furnishing all labor, all required preparation, equipment, materials and placement of materials and all incidentals necessary to complete this item. Payment will be made under: Item P-152-6.1 - Common Excavation - Lump Sum ASTM D698 ASTM D1556 ASTM D1557 ASTM D2167 12/92 TESTING REQUIREMENTS Tests for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using 5.5 - pound Rammer and 12 -inch Drop Test for Density of Soil In -Place by the Sand Cone Method Tests for Moisture -Density Relations of Soils and Soil -Aggregate Mixtures, Using a 10 - pound Rammer and 18 -inch Drop Test for Density of Soil In -Place by the Rubber Balloon Method SP P-152-8 �1 II t rill �l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MATERIAL REQUIREMENTS ASTM D2487 Classification of Soils for Engineering Purposes END OF ITEM 12/92 SP P-152-9 ITEM P-153 COLD MILLING EXISTING PAVEMENT 153-1 DESCRIPTION. 153-1.1 This item shall consist of the removal and disposal of existing bituminous and concrete pavement as shown on the Contract Drawings or as directed by the Engineer. 153-2 CONSTRUCTION METHODS. 153-2.1 Cold milling of existing pavement shall be accomplished by the use of milling machines to the limits and depths shown on the Contract Drawings. The limits of the excavations shall be saw cut to the depths required prior to removal. Any unbonded pavement beneath milling surfaces shall be removed ais directed by the Engineer. Methods and equipment shall be such that the existing bituminous or concrete pavement which is to remain is not disturbed. 153-2.2 The Contractor shall employ milling equipment complete with automatic grade control features. The Contractor shall establish a starting reference by survey and utilize a stringline method for grade control. Adjacent passes of the milling equipment may take their reference from preceding passes. The milling equipment shall be compatible with both modes of operation. Accuracy shall be maintained within plus zero and minus 1/8 -inch of the specified grade. 153-3 METHOD OF MEASUREMENT. 153-3.1 The quantity of cold milling paid for shall be the number of square yards of bituminous and/or concrete pavement measured in its original position and satisfactorily removed. 1534 BASIS OF PAYMENT. 1534.1 Payment will be made at the Contract unit price per square yard for cold milling existing pavement. This price shall be full compensation for furnishing all materials, labor, equipment, tools and incidentals necessary to complete this item. Payment will be made under: Item P-153-4.1 - Cold Milling Existing Pavement - per square yard END OF ITEM LJ ['I t i u 1 12/92 SP P-153-1 ' Ii ITEM P-156 ' TEMPORARYAIR AND WATERPOLLUTION, SOIL EROSION, AND SILTATION CONTROL 156-1 DESCRIPTION. 156-1.1 This item shall consist of providing temporary control measures during the life of the contract to control water pollution, soil erosion and siltation through the use of berms, dikes, dams, sediment basins, fiber mats, gravel, mulches, grasses, slope drains and other approved erosion control devices and methods. 156-2 MATERIALS. 156-2.1 GRASS. Grass which will not compete with the grasses sown later for permanent cover shall be a quick -growing species (such as ryegrass, Italian ryegrass, or cereal grasses) suitable to the area providing a temporary cover. 156-2.2 -MULCHES. Mulches may be hay, straw, fiber mats, netting, bark, wood chips, or other suitable material reasonably clean and free of noxious weeds and deleterious materials. 156-2.3 FERTILIZER. Fertilizer shall be a standard commercial grade and shall conform to all Federal and State regulations and to the standards of the Association of Official Agricultural Chemists. 156-2.4 SLOPE DRAINS. Slope drains may be constructed of pipe, fiber mats, rubble, Portland Cement Concrete, bituminous concrete, or other materials that will adequately control erosion. 156-2.5 OTHER. All other materials shall meet commercial grade standards and shall be approved by the Engineer before being incorporated into the Project. 156-3 SUBMITTALS AND CERTIFICATIONS. 156-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: ' Prior to the start of construction, the Contractor shall submit his control plan with all applicable certifications and permits. ' 1564 CONSTRUCTION REQUIREMENTS. 156-4.1 GENERAL. In the event of conflict between these requirements and pollution control laws, rules, or ' regulations of other Federal, State, -or local agencies, the more restrictive laws, rules, or regulations shall apply. 1564.2 SCHEDULE. Prior to the start of construction, the Contractor shall submit his soil erosion and ' sedimentation control plan with appropriate certifications and permits. The submission shall also include schedules for accomplishment of temporary and permanent erosion control work, as are applicable for clearing and grubbing; grading; construction; paving; and structures at watercourses. The Contractor shall also submit a proposed method of erosion and dust control on haul roads and borrow pits and a plan for disposal of waste ' materials. Work shall not be started until the erosion control schedules and methods of operations for the applicable construction have been accepted by the Engineer. 1� 12/92 SP P-156-1 t 156-4.3 AUTHORITY OF ENGINEER. The Engineer has the authority to limit the surface area of erodible ' earth material exposed by clearing and grubbing, to limit the surface area of erodible earth material exposed by excavation, borrow and fill operations, and to direct the Contractor to provide immediate permanent or ' temporary pollution control measures to minimize contamination of adjacent streams or other watercourses, lakes, ponds, or other areas of water impoundment. 156-4.4 CONSTRUCTION DETAELS. The Contractor will be required to incorporate all permanent erosion ' control features into the project at the earliest practicable time as outlined in the accepted schedule. Except where future construction operations will damage slopes, the Contractor shall perform the permanent seeding, mulching and other specified slope protection work in stages, as soon as substantial areas of exposed slopes can ' be made available. Temporary erosion and pollution control measures will be used to correct conditions that develop during construction that were not foreseen during the design state; that are needed prior to installation of permanent control features; or that are needed temporarily to control erosion that develops during normal construction practices, but are not associated with permanent control features on the project. Where erosion is likely to be a problem, clearing and grubbing operations should be scheduled and performed so that grading operations and permanent erosion control features can follow immediately thereafter if the ' project conditions permit; otherwise, temporary erosion control measures may be required between successive construction stages. The Engineer will limit the area of clearing grubbing, excavation, borrow, and embankment operations in progress, commensurate with the Contractor's capability and progress in keeping the finish grading, mulching, seeding, and other such permanent control measures current in accordance with the accepted schedule. Should seasonal limitations make such coordination unrealistic, temporary erosion control measures shall be taken ' immediately to the extent feasible and justified. In the event the temporary erosion and pollution control measures are required due to the Contractor's ' negligence, carelessness, or failure to install permanent controls as a part of the work as scheduled or are ordered by the Engineer, such work shall be performed by and at the expense of the Contractor. The Engineer may increase or decrease the area of erodible earth material to be exposed at one time as determined by analysis of project conditions. The erosion control features installed by the Contractor shall be acceptably maintained by the Contractor during the construction period. Whenever construction equipment must cross watercourses at frequent intervals, and such crossings will adversely affect the sediment levels, temporary structures should be provided. Pollutants such as fuels, lubricants, bitumen, raw sewage, wash water from concrete mixing operations, and other harmful materials shall not be discharged into or near rivers, streams, and impoundments or into natural or , manmade channels leading thereto. 156-5 METHOD OF MEASUREMENT. 1 156-5.1 No measurement will be made for direct payment of Soil Erosion and Siltation Control, as the cost of furnishing and installing shall be considered as a subsidiary obligation in the completion of the work. ' 156-6 BASIS OF PAYMENT. 156-6.1 No payment will be made separately or directly for this item on any part of the work unless otherwise I 12/92 SP P-156-2 ' 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 listed in the various pay items. All soil erosion and siltation control will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the Contract price for the pay items of work involved. 12/92 END OF ITEM SP P-156-3 kl ITEM P400 I PREPARATION OF EXISTING PAVEMENT I 400-1 DESCRIPTION. 1 400-1.1 This work shall consist of cleaning, sealing and filling cracks and joints in the existing pavement, removal ' of existing markings and cleaning the existing pavement prior to the application of a new course. All work shall be in accordance with these Specifications and in conformity with the limits shown on the Plans or established by the Engineer. 400-2 MATERIALS. 400-2.1 Materials shall meet the requirements specified in the New York State Department of Transportation ' Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto under the following Sections: Bituminous Concrete 401 Bituminous Materials 702 Asphalt filler for crack sealing shall meet the requirements of ASTM D 3405. 1 400-2.2 HERBICIDE. Herbicide shall be Atrazine or approved equal. 400-3 SUBMITTALS AND CERTIFICATIONS. , 400-3.1 Submittals of "Shop and Setting Drawings," "Working Drawings," "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: - NYSDOT approved Job Mix formula for bituminous Concrete. , - Certification that Bituminous Materials met the requirements of NYSDOT Secl:ion 702. - Catalogue Data or certification showing that the asphalt filler meets the requirements specified. , - Catalogue Data or certification showing that the herbicide is in accordance with the current provisions of the Federal and State Rules and Regulations. ' 4004 CONSTRUCTION METHODS. 4004.1 CLEANING EXISTING PAVEMENT. Existing pavement surfaces to be overlaid shall be cleaned by the use of approved mechanical sweepers or by compressed air in a manner approved by the Engineer. Ruts and depressions below the general surface that are not adequately cleaned by the use of mechanical sweepers , shall be cleaned by hand brooms. No payment will be made separately or directly for cleaning the existing pavement. All cleaning of existing pavements will be considered a necessary part of the work and its cost shall be considered by the Contractor and included in the contract price for the pay items of work involved. 4004.2 PREPARATION OF EXISTING PAVEMENT - TYPE I. Preparation of the existing pavement, Type , 12/92 SP P-400-1 I 1 1 J 1 t 1 1 1 I, shall consist of the removal of all foreign substances from the pavement surfaces as designated by the Engineer. The existing pavement shall be cleaned 95% free of all mud, dirt, dust, oil, fuel spills and other foreign materials in the areas designated. In areas to be overlaid, existing pavement shall be 80% free of all existing markings. Cleaning and paint removal, in areas to be overlaid, shall be accomplished with high pressure water, sandblasting or grinding. In areas not overlaid, 95% of all paint, outside of proposed markings, shall be removed exclusively by sandblasting. The use of chemicals will not be permitted. Equipment, tools, and machines used in the performance of the work shall be safe and in satisfactory working condition at all times. Specific areas to be cleaned will be designated by the Engineer in the field during construction. No pavement cleaning shall proceed until so ordered by the Engineer. Water to be used for high pressure water equipment will be provided by the Contractor at the Contractor's expense. The preparation method shall not be injurious to the asphalt surface or any structures or utilities adjacent to the work. A minimum water pressure of 6,000 psi shall be used for high pressure water. If it is deemed by the Engineer that damage to the existing pavement is caused by an operation error, such as permitting application to dwell in one location for an extensive time, the Contractor shall repair damage without compensation as directed by the Engineer. Satisfactory results of pavement cleaning will be determined by the Engineer. If satisfactory results are not obtained, the Engineer will require additional cleaning to the extent that satisfactory results are obtained. Additional cleaning shall be performed at no additional cost to the Owner. The work covered by this Specification consists of furnishing all labor, equipment and materials and in performing all operations to satisfactorily clean the pavement surfaces. Equipment, tools and machines used in the performance of the pavement cleaning shall be safe and in a satisfactory condition at all times. Work shall not be performed when the temperature is less than 32 degrees F. Cleanup shall be continuous throughout the pavement cleaning operations. Waste material collected shall be disposed of by sweeping or vacuuming. Suitable precautions shall be taken by the Contractor to prevent waste material from entering storm sewer systems. Specific areas to be cleaned will be designated by the Engineer in the field during construction. No pavement cleaning shall proceed until directed by the Engineer. The work in this section shall be accomplished by a qualified Contractor approved by the Engineer. The Contractor shall furnish to the Engineer for approval, sufficient information concerning his qualifications and past experience. In addition to the information required above and prior to the approval of the Contractor, the Contractor shall furnish the Engineer a detailed explanation of the procedures, methods and equipment to be used for the pavement cleaning operations. 4004.3 PREPARATION OF EXISTING PAVEMENT - TYPE H. Preparation of existing pavement, Type II, shall consist of the cleaning and sealing of all cracks and joints within the limits of the pavement overlay. All unsealed and inadequately sealed cracks and joints, as determined by the Engineer, shall be subjected to a compressed air stream of at least 80 psig measured at the source. Cracks and joints in the pavement, as designated by the Engineer, shall be cleaned of all dirt and loose material holding the cleaning jet 1 inch above the pavement surface. Old crack sealer remaining after such cleaning operation need not be removed in bituminous pavements but must be removed in Portland Cement concrete pavements. The cracks shall be kept clean until the sealing, filling, and paving operations are completed. Where vegetation exists in cracks or joints, the vegetation shall be removed and the crack or joint cleaned in 12/92 SP P-400-2 400-6.1 PREPARATION OF EXISTING PAVEMENT, TYPE I. Payment shall be made at the; Contract unit ' price per square yard for cleaning the existing asphaltic surface with high pressure water. This price shall be full compensation for furnishing all materials, and for all preparation and installation of all materials and for all labor, equipment, tools and incidentals to complete this item. ' 400-6.2 PREPARATION OF EXISTING PAVEMENT, TYPE H. Payment shall be made at the lump sum price bid for the completed and accepted'cleaning and filling of cracks and joints in the existing pavement. This price shall be full compensation for furnishing all materials, and for all preparation and installation of all ' materials and for all labor, equipment, tools and incidentals necessary to complete this item. 1 12/92 SP P-400-3 I 1 ' accordance with these Specifications.' The cracks shall be treated with a herbicide approved by the Engineer. Herbicides shall be packaged in standard sealed containers marked with the name of the material, the name of the manufacturer, the net quantity contained therein and shall be in accordance with the provisions of the Federal and State Rules and Regulations in effect at the time of delivery. The herbicide shall be; used in strict , accordance with manufacturer printed instructions. Cracks in the existing pavement to be overlaid from 1/8 inch to 1 inch wide shall be sealed with a bituminous material meeting the requirements of Federal Specification ASTM D 3405, Asphalt Filler, to insure that space will be available for expansion of the asphalt, the crack shall not be filled completely to the surface. Cracks in the existing pavement to be overlaid greater than 1 inch wide shall be filled with asphalt concrete meeting the requirements of Section 400-2. Materials - Bituminous Concrete - Section 401. Alternate material may be used, subject to approval of the Engineer. ' Joints and cracks in the existing pavement to be overlaid less than 1/8 inch will be required to be cleaned, but not sealed. All cracks and joints in exposed areas shall be filled by methods described above. Cracks less than 1/8 -inch shall be sealed with ASTM D-3405 Asphalt Filler, to the extent determined by the Resident Engineeir in the field. 400-5 METHOD OF MEASUREMENT. 400-5.1 PREPARATION OF EXISTING PAVEMENT, TYPE I. The quantity for pavement cleaning shall be the actual number of square yards measured of existing pavement cleaned with high pressure water in accordance with this Specification. Areas not subject to high pressure water will not be included in the quantity for Type I cleaning. ' NOTE: The quantity of preparation of existing pavement, Type I, cannot be determined in advance of construction and no promise is given either by expression or by implication that the quantity stated in the bid is even approximately the quantity that will be ordered in the construction. , 400-5.2 PREPARATION OF EXISTING PAVEMENT, TYPE H. The quantity for cleaning, filling and sealing of cracks and joints in the existing pavement shall be on a lump sum basis. ' 400-6 BASIS OF PAYMENT. 400-6.1 PREPARATION OF EXISTING PAVEMENT, TYPE I. Payment shall be made at the; Contract unit ' price per square yard for cleaning the existing asphaltic surface with high pressure water. This price shall be full compensation for furnishing all materials, and for all preparation and installation of all materials and for all labor, equipment, tools and incidentals to complete this item. ' 400-6.2 PREPARATION OF EXISTING PAVEMENT, TYPE H. Payment shall be made at the lump sum price bid for the completed and accepted'cleaning and filling of cracks and joints in the existing pavement. This price shall be full compensation for furnishing all materials, and for all preparation and installation of all ' materials and for all labor, equipment, tools and incidentals necessary to complete this item. 1 12/92 SP P-400-3 I 1 Payment will be made under: Item P-400-6.1 - Preparation of Existing Pavement, Type I - per Square Yard Item P-400-6.2 - Preparation of Existing Pavement, Type II - Lump Sum END OF ITEM 12/92 SP P-400-4 ITEM P-409 BITUMINOUS CONCRETE PAVEMENT 409-1 DESCRIPTION. 409-1.1 This item shall consist of Bituminous Concrete Pavement courses placed on a prepared foundation course in accordance with these Specifications and in conformance with the lines, grades, thicknesses, and typical section shown on the Plans or established by the Engineer. 409-2 MATERIAIS. 409-2.1 The materials for the Bituminous Concrete Pavement courses shall meet the requirements of the New York State Department of Transportation Standard Specifications latest issue, Section 401-2 - Materials, plus all revisions and addenda pertaining thereto. The composition of the bituminous plant mixtures shall meet the requirements under Table 401-1, for the following courses: Base Course - Type 1 Binder Course - Type 3 Shim Course - Type 5 Surface Course - Type 6F 409-3 SUBMITTALS AND CERTIFICATIONS. 409-31 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: NYSDOT approved Job Mix Formulas for each type of bituminous mix used in the work. Material identification and certification that material meets NYSDOT Standard. Specifications for Plant Mix Pavements. Paving plan showing widths of paving lanes, length of pulls (showing start ,and stop) and direction of pulls. 4094 CONSTRUCTION METHODS. 4094.1 Construction methods shall be in accordance with New York State Department of Transportation Standard Specifications latest issue Section 401-3 Construction Details, plus all revisions and addenda pertaining thereto. However, the Contractor shall be required to install 100 tons of bituminous concrete per hour at a minimum. True and level courses shall be constructed in accordance with Section 401-3.07 Conditioning of Existing Surface of the NYSDOT Standard Specifications. 409-5 METHOD OF MEASUREMENT. 409-5.1 The tonnage of the Bituminous Concrete Pavement courses shall be the number of tons of each bituminous mixture used in the accepted work. The automatic recording devices at the bituminous mixing plant will be used to determine the basis for the tonnage. 12/92 SP P409-1 409-6 BASIS OF PAYMENT. 409-6.1 Payment shall be made at the Contract price per ton for the bituminous mixture used in the accepted work. The price shall be full compensation for furnishing all materials, including aggregates and bitumen, and for all preparation, mixing and placing these materials, and for all labor, equipment, tools and incidentals necessary to complete the item. Payment shall be made under: Item P-409-6.1 - Bituminous Concrete - Type 6F, Top - per Ton Item P-409-6.1 - True and Level Course - per Ton END OF ITEM 12/92 SP P-409-2 ITEM P-501 PORTLAND CEMENT CONCRETE PAVEMENT 501-1 DESCRIPTION. 501-1.1 This work shall consist of pavement composed of Portland cement concrete, with or without reinforcement, as specified, constructed on a prepared subgrade or subbase course in accordance with these Specifications and shall conform to the lines, grades, thicknesses and typical cross sections shoym on the Plans. 501-2 MATERIALS. 501-2.1 FINE AGGREGATE. Fine aggregate for concrete shall conform to the requirements of ASTM C-33 and shall meet the requirements of Table 1. TABLE 1 - GRADATION FOR FINE AGGREGATE Sieve Designation Percentage by Weight Square Openings Passing Sieves 3/8 Inch 100 No. 4 95-100 No. 8 80-100 No. 16 50-85 No. 30 25-60 No. 50 10-30 No. 100 2-10 501-2.2 COARSE AGGREGATE. Coarse aggregate shall conform to the requirements of ASTM C-33. Gradation shall be in' accordance with Table 2. TABLE 2 - GRADATION FOR COARSE AGGREGATE From 1 Inch to No. 4 Sieve Designations Percentage by Weight (Square Openings) Passing Sieves 2-1/2 --- 2 --- 1-1/2 100 1 95-100 3/4 --- 1/2 25-60 3/8 --- No. 4 0-10 No. 8 0-5 12/92 SP P-501-1 P, 1 �i L 1 The percentage of wear shall be no more than 35 percent when tested in accordance with ASTM C 131. Aggregates delivered to the mixer shall consist of crushed stone, crushed or uncrushed gravel, crushed air-cooled iron blast furnace slag, or natural sand. Slags other than those from iron blast furnace may possess a number of undesirable physical and chemical qualities. Trial batches, extensive tests, and local performance records are of vital importance in the decisions regarding their use. Recycled aggregates should be evaluated the same as any concrete aggregate. The aggregate shall be composed of sound, tough, durable particles and shall meet the requirements for deleterious substances given in ASTM C 33. The aggregate in any size group shall not contain more than 8 percent by weight or flat or elongated pieces. A flat or elongated particle is one having a ratio between the maximum and the minimum dimensions of a circumscribing rectangular prism exceeding 5 to 1. Aggregates suspected of containing reactive materials that may cause expansion or cracking of the concrete should be examined petrographically in accordance with ASTM C 295. 501-2.3 CEMENT. Cement shall be Portland Cement conforming to the requirements of ASTM C 150, Type II. If, for any reason, cement becomes partially set or contains lumps of caked cement, it shall be rejected. Cement salvaged from discarded or used bags shall not be used. 501-2.4 PREMOLDED JOINT FILLER. Premolded joint filler for expansion joints shall conform to the requirements of ASTM D 1751 and shall be punched to admit the dowels where called for on the Plans. For contraction joints, the filler shall be a resin -impregnated fiberboard conforming to the physical requirements of ASTM D 1752. The filler for each joint shall be furnished in a single piece for the full depth and width required for the joint, unless otherwise specified by the Engineer. When the use of more than one piece is authorized for a joint, the abutting ends shall be fastened securely and held accurately to shape by stapling or other positive fastening means satisfactory to the Engineer. 501-2.5 JOINT SEALER. The joint sealer for the joints in the concrete pavement shall meet the requirements of Item P-605 and shall be of the type(s) specified in the Plans. 501-2.6 STEEL REINFORCEMENT. Reinforcing shall consist of welded steel wire fabric conforming to the requirements of ASTM A 185. 501-2.7 DOWEL AND TIE BARS. Tie bars shall be deformed steel bars and conform to the requirements of ASTM A 615 or ASTM A 616, except that rail steel bars, Grade 50 or 60, shall not be used for tie bars that are to be bent or restraightened during construction. Tie bars designated as Grade 40 in ASTM A 615 can be used for construction requiring bent bars. Dowel bars shall be plain steel bars conforming to ASTM A 617 and shall be free from burring or other deformation restricting slippage in the concrete. Before delivery to the construction site, a minimum of two- thirds of the length of each dowel bar shall be painted with one coat of lead or tar paint. If plastic or epoxy - coated steel dowels are used, no lead or tar paint coating is required, except when specified for a particular situation on the Contract Plans. Coated dowels shall conform to the requirements given in AASHTO M 254. The sleeves for dowel bars used in expansion joints shall be metal, of an approved design to cover 2 to 3 inches of the dowel, with a closed end and with a suitable stop to hold the end of the bar at least 1 inch from the closed end of the sleeve. Sleeves shall be of such design that they will not collapse during construction. 501-2.8 WATER. Water used in mixing or curing shall be as clean and free of oil, salt, acid, alkali, sugar, vegetable or other substances injurious to the finished produce as possible. Water will be tested in accordance with the requirements of AASHTO T 26. Water known to be of potable quality may be used without testing. 1 12/92 SP P-501-2 501-3 SUBMITTALS AND CERTIFICATIONS. , 501-3.1 Submittals of "Shop and Setting Drawings," "Working Drawings," "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. ;Submittals and Certifications required are as follows: - Certification that fine aggregate meets the requirements specified. - Gradation sieve analyses of fine aggregate. r - Certification that coarse aggregate meets the requirements specified. ' - Gradation sieve analyses of coarse aggregate. Vendors certified mill test report showing that cement meets the requirements specified. I 12/92 SP P-501-3 I 1 FOR G. Curing materials shall conform to one of the following 501-2.9 COVER MATERIAL O CURiN g g specifications: - n hall uirernents of ASTM conform to the re A. Liquid membrane forming compounds for curing concrete s o q C 309, Type 2. film for to the ASTM C 171. B. White polyethylene curing concrete shall conform requirements of C. White burlap -polyethylene sheeting for curing concrete shall conform to the requirements of ASTM C 171. D. Waterproof paper for curing concrete shall conform to the requirements of ASTM C 171. 5012.10 ADMIXTURES. The use of any material added to the concrete mix shall be approved by the Engineer. The Contractor shall submit certificates indicating that the material to be furnished meets all of the requirements indicated below. In addition, the Engineer may require the Contractor to submit: complete test data from an approved laboratory showing that the material to be furnished meets all of the requirements of the cited specifications. Subsequent tests will be made of samples taken by the Engineer from the: supply of the material being furnished or proposed for use on the work to determine whether the admixture: is uniform in quality with that approved A. Pozzolanic Admixtures. Pozzolanic admixtures shall be fly ash or raw or calcined material pozzolans meeting the requirements of ASTM C 618 with the exception of loss of ignition, where the maximum should be less than 6 percent. The use of fly ash as a partial replacement for cement, at the rate specified in paragraph 4.6, will be allowed at the Contractors option. B. Air -Entraining Admixtures. Air -entraining admixtures shall meet the requirements of ASTM C 260 and shall be added to the mixer in the amount necessary to produce the specified air content. The air - entrainment agent and the water reducer admixture shall be compatible. C. Water -Reducing Admixtures. Water -reducing, set -controlling admixtures shall meet the requirements of ASTM C 494, Type A, water -reducing or Type D, water -reducing and retarding. Water -reducing admixtures shall be added at the mixer separately from air -entraining admixtures in accordance with the manufacturer's printed instructions. 501-3 SUBMITTALS AND CERTIFICATIONS. , 501-3.1 Submittals of "Shop and Setting Drawings," "Working Drawings," "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. ;Submittals and Certifications required are as follows: - Certification that fine aggregate meets the requirements specified. - Gradation sieve analyses of fine aggregate. r - Certification that coarse aggregate meets the requirements specified. ' - Gradation sieve analyses of coarse aggregate. Vendors certified mill test report showing that cement meets the requirements specified. I 12/92 SP P-501-3 I 1 - Catalog data and certifications showing that premolded joint fillers met the requirements specified. - Submittals for joint sealers shall be in accordance with Item P-605. - Shop drawings and certification showing that reinforcing steel meets the requirements specified. Method to be used for holding reinforcing in place during pouring operations. - Shop drawings and certifications showing that dowels and tie bars meet the requirements specified. Dowels shall indicate paint or plastic coating and type of end cap. - Certification that water meets the requirements specified. Method of curing concrete and certification that curing material meets the requirements specified. - Certifications and catalog data showing that admixtures meet the requirements specified. ' - Concrete mix designs for each class and type of concrete used in the work. Certified test results showing the minimum design strength at twenty-eight days. - Name and location of concrete supplier. 5014 CONSTRUCTION METHODS. L5014.1 EQUIPMENT. Equipment and tools necessary for handling materials and performing all parts of the work shall be approved by the Engineer as to design, capacity and mechanical condition. The equipment shall be at the job site before the start of construction operations for examination and approval. A. Batching Plant and Equipment. 1. General. The batching plant shall include bins, weighing hoppers and scales for the fine aggregate and coarse aggregate. If bulk cement is used, a bin, hopper and separate scale for cement shall be included. The weighing hoppers shall be properly sealed and vented to preclude dusting during operation. Batching plants and equipment must be NYSDOT approved. Contractor shall submit such proof of Approval to Resident Engineer. 2. Bins and Hopper. Bins with adequate separate compartments for fine aggregate and coarse aggregate shall be provided in the batching plant. Each compartment shall discharge efficiently and freely into the weighing hopper. Means of control shall be provided so that, as the quantity desired in the weighing hopper is approached, the material may be added slowly and shut off with precision. A port or other opening for removing an overload of any one of the several materials from the hopper shall be provided. Weighing hoppers shall be constructed to eliminate accumulations of materials and to discharge fully. 3. Scales. The scales for weighing aggregates and cement shall be of either the beam or the springless dial type. They shall be accurate within OS percent throughout their range of use. When beam -type scales are used, provisions such as a "telltale" dial shall be made for indicating to the operator that the required load in the weighing hopper is being approached. A device on the weighing beams shall clearly indicate critical position. Poises shall be designed to be 12/92 SP P-501-4 B. 12/92 1 locked in any position and to prevent unauthorized change. The weight beam and "telltale" device shall be in full view of the operator while charging the hopper and the operator shall have convenient access to all controls. Scales shall be inspected and sealed as often as the Engineer may deem necessary to assure their continued accuracy. The Contractor shall have on hand not less than ten 50 -pound weights for testing of all scales when directed by the Engineer. Mixers. 1. General. Concrete may be mixed at a central plant or wholly or in part in truck mixers. Each mixer shall have attached in a prominent place a manufacturer's nameplate showing the capacity of the drum in terms of volume of mixed concrete and the speed of rotation of the mixing drum or blades. A device accurate within 3 percent and satisfactory to the Engineer shall be provided at the mixer for determining the amount of air -entraining agent or other admixture to be added to each batch requiring such admixtures. Mixers shall be examined daily for the accumulation of hard concrete or mortar and the wear of blades. 2. Central Plant Mixer. Mixing shall be in an approved mixer capable of combining the aggregates, cement and water into a thoroughly mixed and uniform mass within the specified mixing period and of discharging the mixture without segregation. Central plant mixers shall be equipped with an acceptable timing device that will not permit the batch to be discharged until the specified mixing time has elapsed. The water system for a central mixer shall be either a calibrated measuring tank or a meter and shall not necessarily be an integral part of the mixer. The mixers shall be examined daily for changes in condition due to accumulation of hard concrete or mortar or wear of blades. The pickup and throwover blades shall be replaced when they have worn down 3/4 inch or more. The Contractor shall have a copy of the manufacturer's design on hand showing dimensions and arrangement of blades in reference to original height and depth. 3. Truck Mixers and Truck Agitators. Truck mixers used for mixing and hauling; concrete and truck agitators used for hauling central -mixed concrete shall conform to the requirements of ASTM C 94. 4. Nonagitator Trucks. Nonagitating hauling equipment shall conform to the requirements of ASTM C 94. Finishing Equipment. ' 1. Finishing Machine. The finishing machine shall be equipped with one or more oscillating -type transverse screeds. 2. Vibrators. For side -form construction, vibrators may be either the surface pan type for pavements less than 8 inches thick or the internal type with either immersed tube or multiple spuds, for the full width of the concrete slab. They may be attached to the spreader or the finishing machine, or they may be mounted on a separate carriage. They shall not come in contact with the joint, load transfer devices, subgrade or side forms. The frequency of the SP P-501-5 1 of the vibrators. The vibrators and tamping elements shall be automatically controlled so that they shall be stopped as forward motion ceases. Any override switch shall be of the springload, momentary contact type. D. Concrete Saw. When sawing of joints is specified, the Contractor shall provide sawing equipment adequate in number of units and power to complete the sawing to the required dimensions and at the required rate. The Contractor shall provide at least one standby saw in good working order. An ample supply of saw blades shall be maintained at the site of the work at all times during sawing operations. The Contractor shall provide adequate artificial lighting facilities for night sawing. All of this equipment shall be on the job both before and at all times during concrete placement. E. Forms. Straight side forms shall be made of steel having a thickness of not less than 7/32 inch and shall be furnished in sections not less than 10 feet in length. Forms shall have a depth equal to the prescribed edge thickness of the concrete without horizontal joint and a base width equal to the depth of the forms. Flexible or curved forms of proper radius shall be used for curves of 100 -foot radius or less. Flexible or curved forms shall be of a design acceptable to the Engineer. Forms shall be provided with adequate devices for secure settings so that when in place they will withstand, without visible spring or settlement, the impact and vibration of the consolidating and finishing equipment. Flange braces shall extend outward on the base not less than two-thirds the height of the form. Forms with battered top surfaces and bent, twisted or broken forms shall be removed from the work. Repaired forms shall not be used until inspected and approved. Built-up forms shall not be used, except as approved by the Engineer. The top face of the form shall not vary from a true plane more than 1/8 inch in 10 feet and the upstanding leg shall not vary more than 1/4 inch. The forms shall contain provisions for locking the ends of abutting sections together tightly for secure setting. 5014.2 FORM SETTING. Forms shall be set sufficiently in advance of the concrete placement to insure continuous paving operation. After the forms have been set to correct grade, the grade shall be thoroughly tamped, either mechanically or by hand, at both the inside and outside edges of the base of the forms. Forms shall be staked into place with not less than 3 pins for each 10 -foot section. A pin shall be placed at each side of every joint. Form sections shall be tightly locked and shall be free from play or movement in any direction. The forms shall not deviate from true line by more than 1/4 inch at any joint. Forms shall be so set that they will withstand, without visible spring or settlement, the impact and vibration of the consolidating and finishing equipment. Forms shall be cleaned and oiled prior to the placing of concrete. The alignment and grade elevations of the forms shall be checked and corrections made by the Contractor immediately before placing the concrete. When any form has been disturbed or any grade has become unstable, the form shall be reset and rechecked. 1 12/92 SP P-501-6 surface vibrators shall not be less than 3,500 vibrations per minute and the frequency of the inteinal type shall not be less than 7,000 vibrations per minute for spud vibrators. When spud - type internal vibrators are used adjacent to the side forms, they shall have a frequency of not less than 3,500 vibrations per minute. Hand vibrators should be used to consolidate the concrete along forms and other isolated areas. The number, spacing, frequency and eccentric weights shall be provided as necessary to achieve an acceptable concrete density and finishing quality. Adequate power to operate all vibrators at the weight and frequency required for a satisfactory finish shall be available on the paver. The internal vibrators may be supplemented by vibrating screeds operating on the surface of the concrete. The frequency of surface vibrators shall not be less than 3,500 vibrations per minute. The Contractor shall furnish a tachometer or other suitable device for measuring the frequency 1 of the vibrators. The vibrators and tamping elements shall be automatically controlled so that they shall be stopped as forward motion ceases. Any override switch shall be of the springload, momentary contact type. D. Concrete Saw. When sawing of joints is specified, the Contractor shall provide sawing equipment adequate in number of units and power to complete the sawing to the required dimensions and at the required rate. The Contractor shall provide at least one standby saw in good working order. An ample supply of saw blades shall be maintained at the site of the work at all times during sawing operations. The Contractor shall provide adequate artificial lighting facilities for night sawing. All of this equipment shall be on the job both before and at all times during concrete placement. E. Forms. Straight side forms shall be made of steel having a thickness of not less than 7/32 inch and shall be furnished in sections not less than 10 feet in length. Forms shall have a depth equal to the prescribed edge thickness of the concrete without horizontal joint and a base width equal to the depth of the forms. Flexible or curved forms of proper radius shall be used for curves of 100 -foot radius or less. Flexible or curved forms shall be of a design acceptable to the Engineer. Forms shall be provided with adequate devices for secure settings so that when in place they will withstand, without visible spring or settlement, the impact and vibration of the consolidating and finishing equipment. Flange braces shall extend outward on the base not less than two-thirds the height of the form. Forms with battered top surfaces and bent, twisted or broken forms shall be removed from the work. Repaired forms shall not be used until inspected and approved. Built-up forms shall not be used, except as approved by the Engineer. The top face of the form shall not vary from a true plane more than 1/8 inch in 10 feet and the upstanding leg shall not vary more than 1/4 inch. The forms shall contain provisions for locking the ends of abutting sections together tightly for secure setting. 5014.2 FORM SETTING. Forms shall be set sufficiently in advance of the concrete placement to insure continuous paving operation. After the forms have been set to correct grade, the grade shall be thoroughly tamped, either mechanically or by hand, at both the inside and outside edges of the base of the forms. Forms shall be staked into place with not less than 3 pins for each 10 -foot section. A pin shall be placed at each side of every joint. Form sections shall be tightly locked and shall be free from play or movement in any direction. The forms shall not deviate from true line by more than 1/4 inch at any joint. Forms shall be so set that they will withstand, without visible spring or settlement, the impact and vibration of the consolidating and finishing equipment. Forms shall be cleaned and oiled prior to the placing of concrete. The alignment and grade elevations of the forms shall be checked and corrections made by the Contractor immediately before placing the concrete. When any form has been disturbed or any grade has become unstable, the form shall be reset and rechecked. 1 12/92 SP P-501-6 f 5014.3 CONDITIONING OF UNDERLYING COURSE, SIDE -FORM CONSTRUCTION: The prepared grade shall be well moistened with water, without saturating, immediately ahead of concrete placement to prevent rapid loss of moisture from the concrete. Ruts or depressions in the subgrade or subbase caused by hauling or usage of other equipment shall be filled as they develop with suitable material (not with concrete or concrete aggregates) and thoroughly compacted by rolling. If damage occurs to a stabilized subbase, it shall be corrected full depth by the Contractor or the damaged areas filled with concrete integral with the pavement. A multiple - pin templet weighing not less than 1,000 pounds per 20 feet or other approved templet shall be; provided and operated on the forms immediately in advance of placing of the concrete. The templet shall be propelled only by hand and not attached to a tractor or other power unit. Templets shall be adjustable so that they may be set and maintained at the correct contour of the underlying course. The adjustment and operation of the templet shall be such as will provide an accurate retest of the grade before placing the concrete thereon. All excess material shall be removed. Low areas may be filled and compacted to a condition similar to that of the surrounding grade or filled with concrete integral with pavement. In cold weather, the underlying subbase shall be protected so that it will be entirely free from frost when the concrete is placed. The use of chemicals to eliminate frost in the underlaying material will not be permitted. The templet shall be maintained in accurate adjustment at all times by the Contractor and should be checked daily. The work described under the foregoing paragraphs does not constitute a regular subgrading operation, but rather a final accurate check of the underlying course. 5014.4 HANDLING, MEASURING AND BATCHING MATERIAL. The batch plant site, layout, equipment and provisions for transporting material shall assure a continuous supply of material to the work. Stockpiles shall be built up in layers of not more than 3 feet in thickness. Each layer shall be completely is place before beginning the next layer and shall not be allowed to "cone" down over the next lower layer. Aggregates from different sources and of different grading shall not be stockpiled together. Improperly placed stockpiles will not be accepted by the Engineer. Aggregates shall be handled from stockpiles or other sources to the batching plant in such manner to secure the speed grading of the material. Aggregates that have become segregated or mixed with earth or foreign material shall not be used. All aggregates produced or handled by hydraulic methods and washed aggregates shall be stockpiled or binned for draining at least 12 hours before being batched. Rail shipments :requiring more than 12 hours will be accepted as adequate binning only if the car bodies permit free drainage. The fine aggregate and coarse aggregate shall be separately weighed into hoppers in the respective amounts set by the Engineer in the job mix. Cement shall be measured by weight. Separate scales and hopper, with a device to positively indicate the complete discharge of the batch of cement into the batch box or container, shall be used for weighing the cement. When required by the Contract or when permitted, batching plants shall be equipped to proportion aggregates and bulk cement, by weight, automatically using interlocked proportioning devices of an approved type. When bulk cement is used, the Contractor shall use a suitable method of handling the cement from weighing hopper to transporting container or into the batch itself for transportation to the mixer, such as a chute, boot or other approved device, to prevent loss of cement. The device shall be arranged to provide positive assurance of the actual presence in each batch of the entire cement content specified. When cement is placed in contact with the aggregates, batches may be rejected unless mixed within 1-1/2 hours of such contact. Batching shall be conducted so that the results in the weights of each material required will be within a tolerance of 1 percent for cement and 2 percent for aggregates. Water may be measured either by volume or by weight. The accuracy of measuring the water shall be within plus or minus 1 percent of required amounts. Unless the water is to be weighed, the water- measuring equipment shall include an auxiliary tank from which the measuring tank shall be filled. The measuring tank 12/92 SP P-501-7 I e shall be equipped with an outside tap and valve to provide for checking the setting, unless other means are provided for readily and accurately determining the amount of water in the tank. The volume of the auxiliary tank shall be at least equal to that of the measuring tank. Methods and equipment for adding air -entraining agent or other admixtures to the batch, when required, shall be approved by the Engineer. All admixtures shall be measured into the mixer with an accuracy of plus or minus 3 percent. 5014.5 CONTRACTORS QUALITY CONTROL SYSTEM. A. General. The Contractor shall provide and maintain a quality control system that will provide reasonable assurance that all materials and completed construction submitted for acceptance conform to contract 1 requirements whether manufactured or processed by the Contractor, or procured from sub -contractors or vendors. Although guidelines are established and certain requirements are specified herein, the Contractor shall assume full responsibility for accomplishing the stated purpose. B. Quality Control Plan. The Contractor shall submit his quality control plan to the Engineer for approval prior to the start of production. The quality control plan shall include as a minimum: 1. The assignment of quality control responsibility to specifically named individual(s). 2. Performance of regularly scheduled inspection procedures. 3. Provisions for the prompt implementation of control and corrective measures. 4. Provisions for liaison with the Engineer at all times, and 5. Performance of necessary quality control tests in accordance with subparagraph (c) below. C. Quality Control Testing. Contractor's quality control testing program shall include, but not necessarily be limited to, tests for the control of slump, air content and gradations. The contractor shall maintain control charts which show action and suspension limits. These charts shall be accessible to the Engineer at all times. The contractor shall employ the random sampling procedures contained in Appendix A, for obtaining test samples. 1. Slump. The slump of the concrete shall be determined a minimum of four times a day. Tests shall be in accordance with ASTM C 143. 2. Air Content. The air content of the mix shall be determined a minimum of four times a day. Testing shall be in accordance with ASTM C 231 for gravel and stone coarse aggregate and ASTM C 173 for slag and other highly porous coarse aggregate. 3. Gradation. The contractor shall test the aggregate gradation, and maintain control charts on key sieves. Testing shall be of sufficient frequency to maintain control of the gradation. It is recommended that the contractor establish a correlation between the 28 day flexural strength and a 7 day strength (either flexural or compressive). This will give an indication of the 28 day flexural strength at 7 days. Any additional testing that the Contractor deems necessary to control the process may be performed at the Contractor's option. The Engineer may monitor any or all of the above testing. 12/92 SP P-501-8 e� D. Quality Control Deficiencies. The Contractor shall take prompt action to correct any errors, equipment malfunction, process changes, or other assignable causes which have resulted or could result in submission of materials and completed construction which do not conform to the requirements of the specifications. E. Documentation. The Contractor shall document his quality control efforts. Test results shall be made available to the engineer daily. F. Testing Responsibilities. The Contractor is responsible for all testing as required for his Quality Control System. He is also responsible for all testing to develop his Concrete Mix Design. Contractor is also responsible for forming flexural beams and delivering to Owners Testing Lab. Owner is responsible for testing beams for flexural strength. It is the Contractor's responsibility to make sure there are a sufficient number of forms on-site to make the necessary number of samples. Contractor is also responsible for making sure the forms are of the correct size and tolerance. Contractor is also responsible for making sure the samples are handled, stored, cured and transported properly. 501-4.6 DESIGN CRITERIA. The lower specification tolerance limit (L) for 28 day flexural strength shall be 650 psi. Prior to the start of paving operations and after approval of all material to be used in the; concrete, the Contractor shall submit test data showing the mix design proportions and actual flexural strengths obtained (at least 3 required) from the concrete batched at these proportions. Test specimens shall tie prepared in accordance with ASTM C 31 and tested in accordance with ASTM C 78. The average flexural strength thus obtained shall be sufficiently higher than the lower specification tolerance limit (L) to assure that 90% of the concrete actually produced will meet or exceed the lower specification limit:. To assure that 90% of the concrete exceeds the lower specification tolerance limit (L) the design strength average submitted shall be at least (L) + 1.28 x S. where S. is the anticipated standard deviation for the contractors process. The rnix determined shall be workable concrete having a slump for sideform concrete between 1 and 2 inches as determined by ASTM C 143. The minimum cement content shall be maintained to produce concrete of suitable durability and workability. The maximum water -cement ratio specified for concrete shall not be exceeded. Entrained air shall be required to increase durability and provide workability. The cement content shall not be less than 5.2 sacks per cubic yard nor shall the water -cement ratio, including free surface moisture on the aggregates but not including moisture absorbed by the aggregates, be more than 6 gallons per sack of cement. The cement content shall be determined in accordance with AS CM C 138. When fly ash is used as a partial replacement for cement, the minimum cement content may be met by considering portland cement plus fly ash as the total cementitious component. The replacement rate should not exceed 15 percent. Air -entraining admixture shall be added in such a manner that will insure uniform distribution of the agent throughout the batch. The air content of freshly mixed air -entrained concrete shall be based upon trial mixes with the materials to be used in the work adjusted to produce concrete of the required plasticity aid workability. The percentage of air entrainment in the mix shall be 5-1/2 percent plus or minus 1-1/2 percentage points. Air content shall be determined by testing in accordance with ASTM C 231 for gravel and stone coarse aggregate and ASTM C 173 for slag and other highly porous coarse aggregate. 1] 12/92 SP P-501-9 I !1 5014.7 MD[ING CONCRETE. The concrete may be mixed at the work site, in a central mix plant or in truck ° mixers. The mixer shall be of an approved type and capacity. Mixing time shall be measured from the time all materials, except water, are emptied into the drum. Ready -mixed concrete shall be mixed and delivered in accordance with the requirements of ASTM C 94, except that the minimum required revolutions of the mixing speed for transit mixed concrete may be reduced to not less than that recommended by the mixer manufacturdr. The number of revolutions recommended by the mixer manufacturer shall be indicated on the manufacturer's serial plate attached to the mixer. The Contractor shall furnish test data acceptable to the Engineer verifying that the make and model of the mixer will produce uniform concrete conforming to the provisions of ASTM C 94 at the reduced number of revolutions shown on the serial plate. When mixed at the work site or in a central mixing plant, the mixing time shall not be less than 50 seconds nor more than 90 seconds. Mixing time ends when the discharge chute opens. Transfer time in multiple drum ININmixers is included in mixing time. The contents of an individual mixer drum shall be removed before a succeeding batch is emptied therein. The mixer shall be operated at the drum speed as shown on the manufacturer's nameplate on the approved mixer. Any concrete mixed less than the specified time shall be discarded at the Contractor's expense. The volume of concrete mixed per batch shall not exceed the mixer's nominal capacity in cubic feet as shown on the manufacturer's standard rating plate on the mixer. An overload up to 10 percent above the mixer's nominal capacity may be permitted provided concrete test data for segregation and uniform consistency are satisfactory, and provided no spillage of concrete takes place. The batch shall be charged into the drum so that a portion of the mixing water shall enter in advance of the cement and aggregates. The flow of water shall be uniform and all water shall be in the drum by the end of the first 15 seconds of the mixing period. The throat of the drum shall be kept free of such accumulations as may restrict the free flow of materials into the drum. Mixed concrete from the central mixing plant shall be transported in truck mixers, truck agitators or nonagitating trucks. The time elapsing from the time water is added to the mix until the concrete is deposited in place at the work site shall not exceed 30 minutes when the concrete is hauled in nonagitating trucks, nor 60 minutes when the concrete is hauled in truck mixers or truck agitators. Retempering concrete by adding water or by other 1 means will not be permitted, except when concrete is delivered in transit mixers. With transit mixers, additional water may be added to the batch materials and additional mixing performed to increase the slump to meet the specified requirements, if permitted by the Engineer. All these operations must be performed within 45 minutes after the initial mixing operations and the water -cement ratio must not be exceeded. Admixtures for increasing the workability or for accelerating the set will be permitted only when speed for in the Contract. 5014.8 LEWTATIONS OF ACING. No concrete shall be mixed, placed or finished when the natural light is insufficient, unless an adequate and approved artificial lighting system is operated. Unless authorized in writing by the Engineer, mixing and concreting operations shall be discontinued when a descending air temperature in the shade and away from artificial heat reaches 40 degrees F and shall not be resumed until an ascending air temperature in the shade and away from artificial heat reaches 35 degrees F. When concreting is authorized during cold weather, the aggregates may be heated by either steam or dry heat prior to being placed in the mixer. The apparatus used shall heat the mass uniformly and shall be arranged to preclude the possible occurrence of overheated areas which might be detrimental to the materials. Unless otherwise authorized, the temperature of the mixed concrete shall not be less than 50 degrees F at the time of placement in the forms. If the air temperature is 35 degrees F or less at the time of placing concrete the Engineer may require the water P gr P g � Y 9 and/or the aggregates to be heated to not less than 70 degrees F nor more than 150 degrees F. Concrete shall not be placed on frozen subgrade nor shall frozen aggregates be used in the concrete. 1 12/92 SP P-501-10 During periods of warm weather when the maximum daily air temperature exceeds 85 degrees IF, the following precautions should be taken. The forms and/or the underlying material shall be sprinkled with water immediately before placing the concrete. The concrete shall be placed at the coolest temperature practicable, and in no case shall the temperature of the concrete when placed exceed 90 degrees F. The ag€Tegates and/or mixing water shall be cooled as necessary to maintain the concrete temperature at or not more than the specified maximum. 5014.9 PLACING CONCRETE. in A. Side -Form Method. For the side -form method, the concrete shall be deposited on the moistened grade to require as little rehandling as possible. Unless truck mixers, truck agitators or nonal;itating hauling equipment are equipped with means for discharge of concrete without segregation of the materials, the concrete shall be unloaded into an approved spreading device and mechanically spread on the grade to prevent segregation of the materials. Placing shall be continuous between transverse joints without the use of intermediate bulkheads. Necessary hand spreading shall be done with shovels, not rakes. Workmen shall not be allowed to walk in the freshly mixed concrete with boots or shoes coated with earth or foreign substances. When concrete is to be placed adjoining a previously constructed lane of pavement and when mechanical equipment will be operated upon the existing lane of pavement, the concrete shall be at least 7 days old and at a flexural strength approved by the Engineer. If only finishing equipment is carried on the existing lane, paving in adjoining lanes may be permitted after 3 days, if approved by the Engineer. Concrete shall be thoroughly consolidated against and along the faces of all forms and along the full length and on both sides of all joint assemblies by means of vibrators inserted in the concrete. Vibrators shall not be permitted to come in contact with a joint assembly, the grade or a side form. In no case shall the vibrator be operated longer than 15 seconds in any one location, nor shall the vibrators be used to move the concrete. Concrete shall be deposited as near to expansion and contraction joints as possible without disturbing them but shall not be dumped from the discharge bucket or hopper onto a joint asserably unless the hopper is well centered on the joint assembly. Should any concrete materials fall on or be worked into the surface of a completed slab, they shall be removed immediately by approved methods. 5014.10 STRIKE -OFF OF CONCRETE AND PLACEMENT OF REINFORCEMENT. Following the placing of the concrete, it shall be struck off to conform to the cross section shown on the Plans and to an elevation such that when the concrete is properly consolidated and finished, the surface of the pavement shall be at the elevation shown on the Plans. When reinforced concrete pavement is placed in two layers, the bottom layer shall be struck off to such length and depth that the sheet of reinforcing steel fabric or bar mat may be laid full length on the concrete in its final position without further manipulation. The reinforcement shall then be placed directly upon the concrete, after which the top layer of the concrete shall be placed, struck off and screeded. If any portion of the bottom layer of concrete has been placed more than 30 minutes without being covered with the top layer or if initial set has taken place, it shall be removed and replaced with freshly mixed concrete at the Contractor's expense. When reinforced concrete is placed in one layer, the reinforcement may be positioned in advance of concrete placement or it may be placed in plastic concrete by mechanical or vibratory means after spreading. Reinforcing steel, at the time concrete is placed, shall be free of mud, oil or other organic matter that may adversely affect or reduce bond. Reinforcing steel with rust, mill scale or a combination of both will be considered satisfactory, provided the minimum dimensions, weight and tensile properties of a hand wire -brushed test specimen are not less than the applicable ASTM specification requirements. 12/92 SP P-501-11 I 1 5014.11 JOINTS. A. General. 1. Longitudinal and Transverse Joints. Longitudinal and transverse joints shall be constructed as indicated on the Plans and in accordance with these requirements. All joints shall be constructed true to line with their faces perpendicular to the surface of the pavement. Joints shall not vary more than 1/2 inch from a true line or from their designated position. The vertical surface of the pavement adjacent to all expansion joints shall be finished to a true plane and edged to a radius of 1/4 inch or as shown on the Plans. The surface across the joints shall be tested with a 10 -foot straightedge as the joints are finished and any irregularities in excess of 1/4 inch shall be corrected before the concrete has hardened. When required, keyways shall be accurately formed with a template of metal or wood. The gauge or thickness of the material in the template shall be such that the full keyway, as specified, is formed and is in the correct location. Transverse joints shall be at right angles to the centerline of the pavement and shall extend the full width of the slab. The transverse joints in succeeding lanes shall be placed in line with similar joints in the first lane. All joints shall be so prepared, finished or cut to provide a groove of the width and depth shown on the Plans. 2. Tie Bars. Tie bars shall consist of deformed bars installed principally in longitudinal joints as shown on the Plans. Tie bars shall be placed at right angles to the centerline of the concrete slab and shall be spaced at intervals of 30 inches, unless otherwise specified. They shall be held in position parallel to the pavement surface and midway between the surfaces of the slab. When tie bars extend into an unpaved lane, they may be bent at right angles against the form at longitudinal construction joints, unless threaded bolt or other assembled tie bars are specified. These bars shall not be painted, greased or enclosed in sleeves. 3. Dowel Bars. Dowel bars or other load -transfer units of an approved type shall be placed across transverse or other joints in the manner as specified on the Plans. They shall be of the dimensions and spacings as shown and held rigidly in the middle of the slab depth in the proper horizontal and vertical alignment by an approved assembly device to be left permanently in place. The dowel or load -transfer and joint devices shall be rigid enough to permit complete assembly as a unit ready to be lifted and placed into position. A metal or other type dowel expansion cap or sleeve shall be furnished for each dowel bar used with expansion joints. These caps shall be substantial enough to prevent collapse and shall be placed on the ends of the dowels as shown on the Plans. The caps or sleeves shall fit the dowel bar tightly and the closed end shall be watertight. The portion of each dowel painted with rust preventative paint, shall be thoroughly coated with asphalt MC -70 or an approved lubricant to prevent the concrete from binding to that portion of the dowel. If free -sliding plastic -coated or epoxy -coated steel dowels are used, a lubrication bond breaker shall be used except when approved pullout tests indicate it is not necessary. In lieu of using dowel assemblies at contraction joints, dowel bars may be placed in the full thickness of pavement by a mechanical device approved by the Engineer. B. Installation. The top of an assembled joint device shall be set at the proper distance below the pavement surface and the elevation shall be checked. Such devices shall be set to the required position and line and shall be securely held in place by stakes or other means during the pouring and finishing of the concrete. The premolded joint material shall be placed and held in a vertical position; if con- structed in sections, there shall be no offsets between adjacent units. Dowel bars shall be checked for exact position and alignment as soon as the joint device is staked in place, and the device shall be tested to determine whether it is firmly supported. The maximum permissible tolerance on dowel bar alignment in each plane, horizontal and vertical, shall not exceed 2 percent or 1/4 inch per foot of a dowel bar. The most effective way to obtain proper alignment is with well -fabricated dowel baskets and 12/92 SP P-501-12 C. 12/92 dowel assemblies. In lieu of using dowel assemblies at contraction joints, dowel bars may be placed in �a the full thickness of pavement by mechanical device approved by the Engineer. When joints in concrete pavements are sawed, the joints shall be cut as shown on the Plans. The circular cutter shall be capable of cutting a groove in a straight line and shall produce a slot al. least 1/8 inch wide and to the depth shown on the Plans. When shown on the Plans or required by the Specifications, the top portion of the slot or groove shall be widened by means of a second shallower cut or by suitable and approved beveling to provide adequate space for joint sealers. Sawing of the joints shall commence as soon as the concrete has hardened sufficiently to permit cutting without chipping, spallling or tearing. Sawing shall be carried on both during the day and night as required. The joints shall be sawed at the required spacing consecutively in sequence of the concrete placement, unless otherwise approved by the Engineer. Longitudinal Joints. 1. Construction. Longitudinal construction joints necessary for lane construction shall be formed against suitable side forms (usually made of steel) with or without keyways, as indicated in the Plans. Wooden forms may be used under special conditions, when approved by the Engineer. The dimensions of the keyway forms shall not vary more than plus or minus 1/4 inch from the dimensions indicated and shall not deviate more than plus or minus 1/4 inch from the mid -depth of the pavement. A male keyway may be used providing the keyway and edge tolerances are met. Where butt -type joints with dowels are designated, the dowels for tU; type shall be painted and greased. The edges of the joint shall be finished with a grooving tool or edging tool, and a space or slot shall be formed along the joint of the dimensions, as indicated, to receive the joint sealing material. Longitudinal construction joints shall be sawed to provide a groove at the top conforming to the details and dimensions indicated on the Plans. Provisions shall be made for the installation of tie bars as noted on the Plans. Sawcutting shall be performed as soon as possible after laydown to prevent contraction cracks from forming. Should the concrete crack prior to sawcutting (or if cracks form other than at the joints), the Contractor shall remove the concrete. Concrete removed shall be at least 10 feet in length and extend to the full width of the form involved. Any remaining portion of the slab adjacent to a joint which is less than 10 feet in length shall also be removed. Removal shall be accomplished by sawcutting parallel to the joints and removing the concrete full depth. Contractor shall drill existing concrete and place dowels for load transfer. After placing new concrete, Contractor shall form transverse construction joints and seal in accordance with details on the plans. 2. Contraction or Weakened -Plane Type. The longitudinal groove formed or sawed in the top of the slab shall be installed where indicated on the drawings. The groove shall be formed in the plastic concrete with suitable tools or material to obtain the width and depth specified or it shall be sawed with approved equipment in the hardened concrete to the dimensions required. When the groove is formed in plastic concrete, it shall be true to line with not more than 1/4 inch variation in 10 feet; it shall be uniform in width and depth; and the sides of the groove shall be finished even and smooth with an edging tool. If an insert material is used, the installation and edge finish shall be according to the manufacturer's instructions. The sawed groove shall be straight and of uniform width and depth. In either case, the groove shall be clean cut so that spalling will be avoided at intersections with transverse joints. Tie bars shall be installed across these joints where indicated on the Plans. SP P-501-13 I 3. Expansion. Longitudinal expansion joints shall be installed as indicated on the Plans. The premolded filler, of the thickness as shown on the Plans, shall extend for the full depth and width of the slab at the joint, except for space for sealant at the top of the slab. The filler shall be securely staked or fastened into position perpendicular to the proposed finished surface. A metal cap shall be provided to protect the top edge of the filler and to permit the concrete to be placed and finished. After the concrete has been placed and struck off, the cap shall be carefully withdrawn leaving the space over the premolded filler. The edges of the joint shall be finished and tooled while the concrete is still plastic. D. Transverse Joints. 1. Expansion. Transverse expansion joints shall be installed at the locations and spacing as shown on the Plans. The joints shall be installed at right angles 'to the centerline and perpendicular to the surface of the pavement. The joints shall be installed and finished to insure complete separation of the slabs. Expansion joints shall be of a premolded type conforming to these Specifications and with the Plans and shall be the full width of the pavement strip. All concrete shall be cleaned from the top of the joint material. Before the pavement is opened to traffic, this space shall be swept clean and filled with approved joint sealing material. All devices used for the installation of expansion joints shall -be approved by the Engineer. They shall be easily removable without disturbing the concrete and held in proper transverse and vertical alignment. Immediately after forms are removed, any concrete bridging the joint space at the ends shall be removed for the full width and depth of the joint. When specified, expansion joints shall be equipped with dowels of the dimensions and at the spacing and location indicated on the Plans. The dowels shall be firmly supported in place and accurately aligned parallel to the subgrade and the centerline of the pavement by means of a dowel assembly which will remain in the pavement and will ensure that the dowels are not dis- placed during construction. Other types of load -transfer devices may be used, when approved by the Engineer. 2. Contraction. Transverse contraction joints, weakened- plane joints or both shall be installed at the locations and spacing as shown on the Plans. These joints will be installed by forming a groove or cleft in the top of the slab while the concrete is still plastic or by sawing a groove into the concrete surface after the concrete has hardened in the same manner as specified in Section 501-4.11C(2). Dowel bar assemblies shall be installed, when required, as shown on the Plans. 3. Construction. Transverse construction joints shall be installed at the end of each day's placing operations and at any other points within a paving lane when concrete placement is interrupted for more than 30 minutes or it appears that the concrete will obtain its initial set before fresh concrete arrives. When the installation of the joint can be planned in advance, it shall be located at a contraction or expansion joint. The joint shall not be allowed within 8 feet of a regular spaced transverse joint. If the pouring of the concrete has been stopped, causing a joint to fall within this limit, it shall not be installed and the fresh placed concrete shall be removed back to the 8 foot limit. it 1 12/92 SP P-501-14 5014.12 FINAL STRIIE-OFF, CONSOLIDATION AND FINISHING. A. Sequence. The sequence of operations shall be the strike -off and consolidation, floating and removal of laitance, straightedging and final surface finish. The addition of superficial water to the surface of the concrete to assist in finishing operations generally will not be permitted. If the application of water to the surface is permitted, it shall be applied as a fog spray by means of approved spray equipment. B. Finishing at Joints. The concrete adjacent to joints shall be compacted or firmly placed without voids or segregation against the joint material; it shall be firmly placed without voids or segregation under and around all load -transfer devices, joint assembly units and other features designed to extend into the pavement. Concrete adjacent to joints shall be mechanically vibrated as required in Section 501-4.9. After the concrete has been placed and vibrated adjacent to the joints, the finishing machine shall be operated in a manner to avoid damage or misalignment of joints. If uninterrupted operations of the finishing machine to, over and beyond the joints cause segregation of concrete, damage to or misalignment of the joints, the finishing machine shall be stopped when the screed is approximately 8 inches from the joint. Segregated concrete shall be removed from the front of and off the joint; the screed shall be lifted and set directly on top of the joint and the forward motion of the finishing machine shall be resumed. Thereafter, the finishing machine may be run over the joint without lifting the screed, provided there is no segregated concrete immediately between the joint and the screed or on top of the joint. C. Machine Finishing. The concrete shall be spread as soon as it is placed and it shall be struck off and screeded by an approved finishing machine. The machine shall go over each area as 'many times and at such intervals necessary to give the proper consolidation and to leave a surface of uniform texture. Excessive operation over a given area shall be avoided. When side forms are used, the tops of the forms shall be kept clean by an effective device attached to the machine and the travel of the machine on the forms shall be maintained true without lift, wobbling or other variation tending to affect the precision finish. During the first pass of the finishing machine, a uniform ridge of concrete shall be maintained ahead of the front screed for its entire length. When in operation, the screed shall be moved forward with a combined longitudinal and transverse shearing motion, always moving in the dbrection in which the work is progressing and so manipulated that neither end is raised from the side forms during the striking -off process. If necessary, this shall be repeated until the surface is of uniform texture, true to grade and cross section and free from porous areas. D. Hand Finishing. Hand finishing methods will not be permitted, except under the following conditions: In the event of breakdown of the mechanical equipment, hand methods may be used to finish the concrete already deposited on the grade; in areas of narrow widths or of irregular dimensions where ,operation of the mechanical equipment is impractical. Concrete, as soon as placed, shall be struck off and screeded. An approved portable screed shall be used. A second screed shall be provided for striking off the bottom layer of concrete when reinforcement is used. The screed for the surface shall be at least 2 feet longer than the maximum width of the slab to be struck off. It shall be of approved design, sufficiently rigid to retain its shape and shall be constructed either of metal or of other suitable material covered with metal. Consolidation shall be attained by the use of a suitable vibrator. E. Floating. After the concrete has been struck off and consolidated, it shall be further smoothed, trued and consolidated by means of a longitudinal float, using one of the following methods: 1. Hand Method. The hand -operated longitudinal float shall not be less than 12 feet in length and 6 inches in width, properly stiffened to prevent flexibility and warping. The longitudinal float, operated from foot bridges resting on the side forms and spanning but not touching the 12/92 SP P-501-15 I 1 r concrete, shall be worked with a sawing motion, while held in a floating position parallel to the pavement centerline and passing gradually from one side of the pavement to the other. Forward movement along the centerline of the pavement shall be in successive advances of not more than one-half the length of the float. Any excess water or soupy material shall be wasted over the pavement edges on each pass. 2. Mechanical Method. The Contractor may use a machine composed of a cutting and smoothing float(s), suspended from and guided by a rigid frame. The frame shall be carried by four or more visible wheels riding on and constantly in contact with the side forms or pavement subgrade. If necessary, long -handled floats having blades not less than 5 feet in length and 6 inches in width may be used to smooth and fill in open -textured areas in the pavement. Long - handled floats shall not be used to float the entire surface of the pavement in lieu of mechanical methods. When strike -off and consolidation are done by hand and the crown of the pavement will not permit the use of the longitudinal float, the surface shall be floated transversely by means of a long -handled float. Care shall be taken not to work the crown out of the pavement during the operation. After floating, any excess water and laitance shall be removed from the surface of the pavement by a straightedge 10 feet or more in length. Successive drags shall be lapped one-half the length of the blade. F. Straightedge Testing and Surface Correction. After the pavement has been struck off and consolidation and while the concrete is stiff plastic, it shall be tested for trueness with a 16 -foot straightedge. For this purpose, the Contractor shall furnish and use an accurate 16 -foot straightedge swung from handles 3 feet longer than one-half the width of the slab. The straightedge shall be held in contact with the surface in successive positions parallel to the centerline and the whole area gone over from one side of the slab to the other, as necessary. Advancing shall be in successive stages of not more than one-half the length of the straightedge. Any excess water and laitance shall be removed from the surface of the pavement. Any depressions shall be immediately filled with freshly mixed concrete, struck off, consolidated and refinished. High areas shall be cut down and refinished. Special attention shall be given to assure that the surface across joints meets the requirements for smoothness. Straightedge testing and surface 1 corrections shall continue until the entire surface is found to be free from observable departures from the straightedge and until the slab conforms to the required grade and cross section. The use of long - handled wood floats shall be confined to a minimum; they may be used only in emergencies and in areas not accessible to finishing equipment. 5014.13 SURFACE TEXTURE. The surface of the pavement shall be finished with either a broom or burlap drag finish for all newly constructed concrete pavements. A. Brush or Broom Finish. If the pavement surface texture is to be a type of brush or broom finish, it shall be applied when the water sheen has practically disappeared. The equipment shall operate transversely across the pavement surface, providing corrugations that are uniform in appearance and approximately 1/16 of an inch in depth. It is important that the texturing equipment not tear or unduly roughen the pavement surface during the operation. Any imperfections resulting from the texturing operation shall be corrected. iB. Burlap Drag Finish. If a burlap drag is used to texture the pavement surface, it shall be at least 15 ounces per square yard. To obtain a rough -textured surface, the transverse threads of the burlap should be removed approximately 1 foot from the trailing edge. A heavy buildup of grout on the burlap threads produces the desired wide sweeping longitudinal striations on the pavement surface. The corrugations shall be uniform in appearance and approximately 1/16 of an inch in depth. 12/92 SP P-501-16 i 5014:14 SURFACE TEST. As soon as the concrete has hardened sufficiently, the pavement surface shall be tested with a 16 -foot straightedge or other specified device. Areas in a slab showing high spots of more than 1/4 inch but not exceeding 1/2 inch in 16 feet shall be marked and immediately ground down with an approved grinding machine to an elevation that will fall within the tolerance of 1/4 inch or less. Where the departure from correct cross section exceeds 1/2 inch, the pavement shall be removed and replaced at the expense of the Contractor when so directed by the Engineer. Any area or section so removed shall not be less than 10 feet in length nor less than the full width of the lane involved. When it is necessary to remove and replace a section of pavement, any remaining portion of the slab adjacent to the joints that is less than 10 feet in length shall also be removed and replaced. 5014.15 CURING. Immediately after the finishing operations have been completed and marring of the concrete will not occur, the entire surface of the newly placed concrete shall be cured in accordance with one of the methods below. In all cases in which curing requires the use of water, the curing shall have prior right to all water supply or supplies. Failure to provide sufficient cover material of whatever kind the Contractor may elect to use or lack of water to adequately take care of both curing and other requirements shall be cause for immediate suspension of concreting operations. The concrete shall not be left exposed for more than 1/2 hour during the curing period. The following are alternate approved methods for curing concrete pavements. A. Impervious Membrane Method. The entire surface of the pavement shall be sprayed uniformly with white pigmented curing compound immediately after the finishing of the surface and before the set of the concrete has taken place. The curing compound shall not be applied during rainfall. Curing compound shall be applied by mechanical sprayers under pressure at the rate of 1 gallon to not more than 150 square feet. The spraying equipment shall be of the fully atomizing type equipped with a tank agitator. At the time of use, the compound shall be in a thoroughly mixed condition with the pigment uniformly dispersed throughout the vehicle. During application, the compound shall be stirred continuously by effective mechanical means. Hand spraying of odd widths or shapes and concrete surfaces exposed by the removal of forms will be permitted. Curing compound shall not be applied to the inside faces of joints to be sealed. The Contractor shall provide a strip of Polyethylene Film or waterproof paper at least 12 -inches wide, centered over the joint and weighted down to hold in place. Such moisture retaining material shall remain in place for 72 hours after concrete is placed to properly cure the joint. The curing compound shall be of such character that the film will harden within 30 minutes after application. Should the film become damaged from any cause within the required curing period, the damaged portions shall be repaired immediately with additional compound. Upon removal of side forms, the sides of the exposed slabs shall be protected immediately to provide a curing treatment equal to that provided for the surface. B. Polyethylene Films. The top surface and sides of the pavement shall be entirely covered with polyethylene sheeting. The units shall be lapped at least 18 inches. The sheeting shall be placed and weighted to cause it to remain in contact with the surface covered. The sheeting shall have dimensions that will extend at least twice the thickness of the pavement beyond the edges of the pavement. Unless otherwise specified, the sheeting shall be maintained in place for 72 hours after the concrete has been placed. C. Waterproof Paper. The top surface and sides of the pavement shall be entirely covered with waterproofed paper. The units shall be lapped at least 18 inches. The paper shall be placed and weighted to cause it to remain in contact with the surface covered. The paper shall have dimensions that will extend at least twice the thickness of the pavement beyond the edges of the slab. The surface of the pavement shall be thoroughly wetted prior to placing of the paper. Unless otherwise specified, the paper shall be maintained in place for 72 hours after the concrete has been placed. 12/92 SP P-501-17 D. White Burlap -Polyethylene Sheets. The surface of the pavement shall be entirely covered with the sheeting. The sheeting used shall be such length (or width) that it will extend at least twice the thickness of the pavement beyond the edges of the slab. The sheeting shall be placed so that the entire surface and both edges of the slab are completely covered. The sheeting shall be placed and weighed to remain in contact with the surface covered and the covering shall be maintained fully wetted in position for 72 hours after the concrete has been placed. E. Curing in Cold Weather. When the average daily temperature is below 40 degrees F, curing shall consist of covering the newly laid pavement with not less than 12 inches of loose, dry hay or straw or equivalent protective curing authorized by the Engineer which shall be retained in place for 10 days. The hay or straw shall be secured to avoid being blown away. Admixture for curing or temperature control may be used only when authorized by the Engineer. When concrete is being placed and the air temperature may be expected to drop below 35 degrees F, a sufficient supply of straw, hay, grass or other suitable blanketing material such as burlap or polyethylene shall be provided along the work. Any time the temperature may be expected to reach the freezing point during the day or night, the material so provided shall be spread over the pavement to a sufficient depth to prevent freezing of the concrete. The period of time such protection shall be maintained shall not be less than 10 days. A minimum of 3 days is required when high, early strength concrete is used. The Contractor shall be responsible for the quality and strength of the concrete placed during cold weather and any concrete injured by frost action shall be removed and replaced at the Contractor's expense. 5014.16 REMOVING FORMS. Unless otherwise specified, forms shall not be removed from freshly placed concrete until it has set for at least 12 hours, except where auxiliary forms are used temporarily in widened areas. Forms shall be removed carefully to avoid damage to the pavement. After the forms have been removed, the sides of the slab shall be cured as outlined in one of the methods indicated in Section 5014.14. Major honeycombed areas shall be considered as defective work and shall be removed and replaced. Any area or section so removed shall not be less than 10 feet in length nor less than the full width of the lane involved. When it is necessary to remove and replace a section of pavement, any remaining portion of the slab adjacent to the joints that is less than 10 feet in length shall also be removed and replaced. 5014.17 SEALING JOINTS. The joints in the pavement shall be sealed in accordance with Item P-605. 501-4.18 PROTECTION OF PAVEMENT. The Contractor shall protect the pavement and its appurtenances against both public traffic and traffic caused by the Contractor's employees and agents. This shall include watchmen to direct traffic and the erection and maintenance of warning signs, lights, pavement bridges or crossovers, etc. The plans or special provisions will indicate the location and type of device or facility required to protect the work and provide adequately for traffic. Any damage to the pavement occurring prior to final acceptance shall be repaired or the pavement replaced at the Contractor's expense. In order that the concrete be properly protected against the effects of rain before the concrete is sufficiently hardened, the Contractor will be required to have available at all times materials for the protection of the edges and surfaces of the unhardened concrete. Such protective materials shall consist of rolled polyethylene sheeting at least 4 mils thick of sufficient length and width to cover the plastic concrete slab and any edges. The sheeting may be mounted on either the paver or a separate movable bridge from which it can be unrolled without -dragging over the plastic concrete surface. When rain appears imminent, all paving operations shall stop and all available personnel shall begin covering the surface of the unhardened concrete with the protective covering. 12/92 SP P-501-18 501-4.19 OPENING TO TRAFFIC. The Engineer shall decide when the pavement shall be opened to traffic. The pavement will not be opened to traffic until test specimens molded and cured in accordance with ASTM C-31 have attained a flexural strength of 550 pounds per square inch when tested in accordance with ASTM C- 78. If such tests are not conducted, the pavement shall not be opened to traffic until 14 days after the concrete was placed. Prior to opening to traffic, the pavement shall be cleaned. 501-4.20 SURFACE TOLERANCES. Extreme care must be exercised at all phases of the operation to assure the pavement will pass the specified tolerances. The following tolerances are applicable: A. Lateral deviation from established alignment of the pavement edge shall not exceed plus or minus 0.10 foot in any lane. B. Vertical deviation from established grade shall not exceed plus or minus 0.04 foot at any point. C. Surface smoothness deviations shall not exceed 1/4 inch from a 16 -foot straightedge placed in any direction, including placement along and spanning any pavement joint or edge. 501-4.21 FIELD TESTING SPECIMENS. Concrete samples shall be furnished by the Contractor and shall be taken in the field to determine the consistency, air content and strength of the concrete. Flexural test beams shall be made each day that the concrete is placed. Each group of test beams shall consist of a sufficient number of specimens to provide two flexural strength tests at each test age. One group of specimens will be made during the fust half of each shift and the other during the last portion of the shift. The specimens shall be made in accordance with ASTM C31. However, at the start of paving operations and when the aggregate source, aggregate characteristics or mix design is changed, additional groups of test beams may be required until the Engineer is satisfied that the concrete mixture being used complies with the strength requirements of these specifications. Test ages will be 7 days and 28 days. The flexural strength of the concrete shall meet the following requirements: (1) the average of an), 4 consecutive strength tests, tested at the end of 28 days, shall have an average flexural strength equal to or greater than the specified flexural strength; (2) not more than 20 percent of the beams tested at the end of 28 days shall have a flexural strength less than the speed strength. Specimens which are obviously defective shall not be considered in the determination of the strength. When it appears that the test specimens will fail to conform to the requirements for strength, the Engineer shall have the right to order changes in the concrete sufficient to increase the strength to meet these requirements. When a satisfactory relationship between 7 -day and 28 -day strengths has been established and approved, the 7 -day test results may be used as an indication of the 28 -day strengths. However, the 7 -day test results will not replace the results of the 28 -day tests if the 28 -day results fall below the requirement. Areas that are represented by failing strengths shall be removed and replaced by the Contractor al: no additional cost to the Owner. 501-5 METHOD OF MEASUREMENT. 501-5.1 No measurement will be made for direct payment of Reinforced Portland Cement concrete pavement, as the cost of furnishing and installing shall be considered as a subsidiary obligation in the completion of Item P-502 full depth repair of Portland Cement concrete pavement. 501-6 BASIS OF PAYMENT 501-6.1 No payment will be made separately or directly for this item on any part of the work unless otherwise listed in the various pay items. All will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the contract price for the pay items of work involved in 12/92 SP P-501-19 I 1 t 1 1 1 1 1 1 1 1 1 1 r i Item P-502 full depth repair of Portland Cement concrete pavement. TESTING REQUIREMENTS ASTM C 31 Making and Curing Concrete Test Specimens in the Field ASTM C 39 Compressive Strength of Cylindrical Concrete Specimens ASTM C 78 Test for Flexural Strength of Concrete (Using Simple Beam with Third -Point Loading) ASTM C 131 Test for Resistance to Abrasion of Small Size Coarse Aggregate by Use of the Los Angeles Machine ASTM C 138 Test for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete ASTM C 143 Test for Slump of Portland Cement Concrete ASTM C 172 Sampling Fresh Concrete ASTM C 173 Test for Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 174 Measuring Length of Drilled Concrete Cores ASTM C 231 Test for Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 311 Sampling and Testing Fly Ash for Use as an Admixture in Portland Cement Concrete ASTM C 535 Test for Resistance to Abrasion of Large Size Coarse Aggregate by Use of the Los Angeles Machine AASHTO T 26 Quality of Water to be Used in Concrete MATERIAL REQUIREMENTS ASTM A 184 Specification for Fabricated Deformed Steel Bar Mats for Concrete Reinforcement ASTM A 185 Specification for Welded Steel Wire Fabric for Concrete Reinforcement ASTM A 497 Specification for Welded Deformed Steel Wire Fabric for Concrete Pavement ASTM A 615 Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement ASTM A 616 Specification for Rail -Steel Deformed and Plain Bars for Concrete 12/92 SP P-501-20 12/92 SP P-501-21 Reinforcement ASTM A 617 Specification for Axle -Steel Deformed and Plain Bars for Concrete Reinforcement ASTM A 704 Specification for Welded Steel Plain Bar or Rod Mats for Concrete Reinforcement ASTM C 33 Specification for Concrete Aggregates ASTM C 94 Specification for Ready -Mixed Concrete ASTM C 150 Specification for Portland Cement ASTM C 171 Specification for Sheet Materials for Curing Concrete ASTM C 260 Specification for Air -Entraining Admixtures for Concrete ASTM C 309 Specification for Liquid Membrane -Forming Compounds ASTM C 494 Specification for Chemical Admixtures for Concrete ASTM C 595 Specification for Blended Hydraulic Cements ASTM D 1751 Specification for Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types) ASTM D 1752 Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction AASHTO M 254 Specification for Coated Dowel Bars 12/92 SP P-501-21 i —i =s -1 t ITEM P-502 FULL DEPTH REPAIR OF PORTLAND CEMENT CONCRETE PAVEMENT 502-1 DESCRIPTION. 502-1.1 This work shall consist of full depth repair of Portland Cement Concrete Pavement as shown on the plans and in accordance with these specifit.ations. 502-2 MATERIALS. 502-2.1 Materials for repair of Portland Cement Concrete Pavement shall conform to the requirements of Item P-501 of these specifications. 502-3 CONSTRUCTION METHODS. 502-3.1 Equipment and tools for repair of Portland Cement Concrete Pavement shall conform to the requirements of Item P-501, Section 501-4 of these specifications. (a) Concrete Removal Equipment shall be capable of removing the concrete in the repair area without damaging sound concrete adjacent to the repair area. 502-3.2 FULL DEPTH REPAIR. (a) Determination of Full Depth Repair Areas: Areas to be repaired shall be determined by the Engineer. The minimum full depth repair area shall be 3 feet in width by 10 feet in length. (b) Preparation of Full Depth Repair Areas: Existing pavement shall be removed by sawing the slab full depth leaving vertical edges at the limits of the patch shown on the plans. If the limits of a patch are within 5 feet of a joint, the area to be patched shall be extended to include the joint. After the old concrete has been removed, dowels and tie bars shall be installed if required. Approved quick setting nonshrink mortar or epoxy shall be used to grout the bars into the existing slabs. Any subbase or subgrade material that is disturbed below the desired level of cleanout must be removed and the patch area compacted to the satisfaction of the Engineer. No new subbase material will be allowed in the patch area. The Contractor shall fill in any area that was disturbed with concrete when the patch is placed. If the subbase is unsuitable, the Contractor shall excavate the unsuitable materials to the dimensions designated by the Engineer. Refill with suitable on-site material compacted in layers not to exceed 4 j inches. I(c) Concrete Placement: Forms shall be used to provide straight and neat lines at the shoulder for full depth patches. Where new concrete is to be bonded, all exposed concrete faces shall be cleaned by sand blasting and allowed to dry thoroughly. All surfaces in contact with new concrete, which are not required to be grouted, shall be wetted down sufficiently to prevent drying of the new concrete. 12/92 SP P-502-1 _i i F] t END OF ITEM 1, 1 12/92 SP P-502-2 I 1 1. The concrete shall be placed as soon as possible after grouting. In no instance shall the grout be permitted to dry prior to concrete placement. Placement temperatures for concrete shall be limited to 40°F to 90°F unless specifically exempted by the Engineer. 2. Finishing and Texturing: The concrete shall be adequately vibrated, finished and textured to a , broom finish in accordance with the requirements of Item P-501. 3. Curing and Protection: Curing shall be in accordance with the requirements of Item P-501. Concrete patches shall be protected from rain for at least 12 hours from the time of placement. Insulating blankets may be required during the curing period if ambient temperatures fall below 50°F. 4. Joints: Joints in full depth plain jointed concrete pavement shall have a depth of at least 1/3 the repair thickness, but no less than 11/2 inches. Joints may be formed by use of an edging tool, by use of polyethylene parting strips, or cut by saw. All joints shall be sealed using a sealing material meeting the requirements of Item P-605. Sufficient sealing material shall be placed in the joint so that, upon completion, the sealant shall be 1/4 inch ±1/8 inch below the surface of the slab. 502-4 METHOD OF MEASUREMENT. 502-4.1 The quantity of full depth repair to be paid for shall be the number of square yards as measured in place, complete and accepted. 502-5 BASIS OF PAYMENT. 502-5.1 The accepted quantity of full depth repair shall be paid for at the contract unit price per square yard, which price and payment shall be full compensation for the removal and disposal of the old pavement, preparation of the repair area, placement of new steel, furnishing, placing, finishing, and curing the concrete repair. Payment will be made under: Item P-502-5.1 - Full Depth PCC Pavement Repair - per square yard t END OF ITEM 1, 1 12/92 SP P-502-2 I 1 i ITEM P-503 JOINT AND CRACK RESEALING 1 503-1 DESCRIPTION. 503-1.1 This work shall consist of resealing joints and cracks in existing Portland Cement Concrete Pavement as shown on the plans and in accordance with these specifications. 503-2 MATERIALS. 503-2.1 Materials for resealing joints and cracks in existing Portland Cement Concrete Pavement shall conform - j �g l g to the requirements of Item P-605 (Fed. Spec. SS -S-200) of these specifications. 503-3 CONSTRUCTION METHODS. 503-3.1 All full depth repairs to existing concrete pavement, adjacent to the joint or crack to be resealed, shall be completed and cured prior to commencing work under this item. 503-32 PREPARATION AND SEALING OF EXISTING JOINTS (a) Joint Insert Removal: Inserts shall be removed from all joints and the joints shall be sawed to provide a clean vertical face. The width and depth of the saw cuts shall be sufficient to insure removal of all the insert and to provide a finished joint of the correct joint shape dimensions for the sealant material specified for the resealing operation. (b) Existing Sealant Removal: Any in-place sealant shall be cut loose from each joint face independently using a vertical cutting edge tool. Alternatively, a power driven concrete saw with diamond or abrasive blades may be used. After cutting the existing sealant free from both joint faces, the sealant shall be removed to the depth required to accommodate any separating and/or depth blocking medium used, and to provide the specified depth for the new sealant material to be installed. (c) Refacing of Joints: Joints shall be refaced using a power driven concrete saw with diamond or abrasive blades to remove all old sealant from the joint faces to expose new clean concrete and, if required, to cut the joint to the width and depth necessary to provide for an effective shape factor in the joint sealant. (d) Cleaning Prior to Resealing. Following the refacing operation, the joint faces and opening shall be ' thoroughly cleaned using a high-pressure water jet followed by an oil -free air jet to remove all cuttings or debris remaining on the faces or in the joint opening. The newly exposed joint faces shall then be cleaned by water blast or sandblasting. A multiple -pass technique shall be used until the surfaces are free of any traces of old sealant and free of sawcutting fines that might prevent bonding. For final cleaning immediately prior to installation of the blocking medium, the joints shall be blown clean with oil -free compressed air and left completely free of sand and water. Cleaning joints shall follow the recommendations of the manufacturer of the joint seal being used. (e) Separating and Blocking Medium: The lower portion of the joint groove shall be plugged or sealed off at a uniform depth with a backer rod to prevent entrance of the sealant below the specified depth. The size of the backer rod required will depend on the joint width. The backer rod shall be compatible with the sealant (see sealant manufacturer's recommendations). The product shall be clean, free of scale or 12/92 SP P-503-1 i r 7 .E s foreign matter, oil or moisture and shall be nonabsorbing. The proper size for different joint widths are listed below: Joint Width . Blocking Media Diagram 3/8 inch (.96 cm.) 1/2 inch (1.28 cm.) 1/2 inch (1.28 cm.) 5/8 inch (1.6 cm.) 3/4 inch (1.92 cm.) 1 inch (2.54 cm.) 1 inch (2.54 cm.) 1-1/4 inch (3.18 cm.) 1-1/4 inch (3.18 cm.) 1-1/2 inch (3.8 cm.) 1-1/2 inch (3.8 cm.) 2 inch (5.08 cm.) The backer rod shall not be stretched during insertion in the joint. When the existing sealant has been removed to the required depth and the bottom of the joint opening to be resealed is formed by previously installed sealant material (such as in an expansion joint), a nonreactive adhesive -backed tape shall be inserted in lieu of the backer rod. The tape shall be 1/8 inch wider than the nominal width of the joints. (f) Limits of Joint Preparation: The work required for the removal of existing joint sealant, widening and/or deepening of the joint openings, if required, refacing of joint faces, and sandblasting of the joint faces should proceed at reasonable production rates determined by the Contractor. The final stages of joint preparation which includes air pressure cleaning of joints, and placement of separating and/or blocking medium if required, shall be limited to only that lineal footage of joint that can be resealed during a day's production. (g) Installation of Sealants: Shall be in accordance with the requirements of Item P-605 of these specifications- pecifications.5033.3 503-3.3 PREPARATION AND SEALING OF CRACKS. (a) Existing Sealant Removal• The old sealant, if any, shall be removed from the crack in a manner similar to that specified in Section 503-3.2(b) of this specification. (b) Refacing of Cracks: Refacing cracks shall be accomplished using a special power -driven concrete saw with small -diameter diamond and/or abrasive blades or a concrete router to remove all old sealant from the crack faces and expose new clean concrete. If required, the crack shall be widened to the width and depth necessary to produce an effective shape factor. Where crack widths vary and crack faces are ravelled and somewhat irregular, a minimum crack reservoir depth of approximately 3/4 inch shall be maintained (c) Cleaning of Cracks: This operation shall be the same as that outlined for joints in Section 503-3.2(d) of this specification. (d) Blocking Medium: The lower portion of the crack shall be plugged or sealed at a uniform depth to prevent entrance of the sealant below the depth specified For materials, see Section 503-3.2(e). The material used to seal the lower portion of the crack shall be readily compressible, nonshrinkable, nonreactive with the sealing compound, and nonabsorptive. They shall not be stretched during insertion in the crack. The width of the filler shall be slightly larger than the width of the crack. (e) Installation of Sealants: Shall be in accordance with the requirements of Item P-605 of these specifications. 12/92 SP P-503-2 71 I_J 1 C t Ll 1 5034 METHOD OF MEASUREMENT. 5034.1 The quantity of joint resealing to be paid for shall be the number of lineal feet measured to the nearest foot, as measured in place, complete and accepted. 50342 The quantity of crack sealing to be paid for shall be the number of lineal feet measured to the nearest foot, as measured in place, complete and accepted. 503-5 BASIS OF PAYMENT. 503-5.1 The accepted quantity of joint resealing shall be paid for at the contract unit price per lineal foot, which price and payment shall be full compensation for the preparation and cleaning of joints, furnishing, placing and curing separating and blocking medium and joint sealant in existing joints. 503-52 The accepted quantity of crack sealing shall be paid for at the contract unit price per lineal foot, which price and payment shall be full compensation for preparation and cleaning of cracks, furnishing, placing and curing separating and blocking medium and crack sealant in cracks. Payment shall be made under: 12/92 Item P-503-5.1 - Joint Resealing (PCC) - per lineal foot Item P-503-5.2 - Crack Sealing - per lineal foot END OF ITEM SP P-503-3 ITEM P-603 ' BITUMINOUS TACK COAT 603-1 DESCRIPTION. 603-1.1 This item shall consist of preparing and treating a bituminous or concrete surface with bituminous material in accordance with these Specifications and in conformity with the limits shown on the Contract Drawings or established by the Engineer. 603-2 MATERIALS. 603-2.1 BiTUM NOUS MATERIALS. The bituminous material shall be emulsified asphalt and shall conform to the requirements of Table 1. The type, grade, controlling specification and application temperature of bituminous material to be used shall be approved by the Engineer and shall be in accordance with ile New York State Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto. TABLE 1 - BITUAMOUS MATERIAL Type and Grade Emulsified Asphalt SS -1h CSS -1h HFMS-2h 603-3 SUBMITTALS AND CERTIFICATIONS Specification NYSDOT Item 702-3601 NYSDOT Item 702-4501 NYSDOT Item 702-3401 603-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: Material identification and certification that material meets NYSDOT Standard Specifications for Bituminous Materials Samples of the bituminous material the contractor proposes to use. The Contractor shall furnish the vendor's certified test reports for each carload, or equivalent, of bituminous material shipped to the Project. The report shall be delivered to the Engineer before permission is granted for use of the material. The furnishing of the vendor's certified test report for the bituminous material shall not be interpreted as a basis for final acceptance. All such test reports shall be subject to verification by testing samples of material received for use on the Project. 12/92 SP P-603-1 ' 6034 CONSTRUCTION. METHODS. 6034.1 WEATHER LIMITATIONS. The tack coat shall be applied only when the existing surface is dry and the atmospheric temperature is above 60 degrees F. The temperature requirements may be waived, but only when so directed by the Engineer. 6034.2 EQUIPMENT. The Contractor shall provide equipment for heating and applying the bituminous material. The distributor shall be designed, equipped, maintained and operated so that bituminous material at even heat may be applied uniformly on variable widths of surface at the speed rate. The allowable variation from the specified rate shall not exceed 10 percent. Distributor equipment shall include a tachometer, pressure gages, volume measuring devices or a calibrated tank and a thermometer for measuring temperatures of tank contents. The distributor shall be self -powered and shall be equipped with a power unit for the pump and full circulation spray bars adjustable laterally and vertically. A power broom and/or blower shall be provided for any required cleaning of the surface to be treated. 603-4.3 APPLICATION OF BITUMINOUS MATERIAL. Immediately before applying the tack coat, the full width of surface to be treated shall be swept with a power broom and/or airblast to remove all loose dirt and other objectionable material. Emulsified asphalt shall be diluted by the addition of water when directed by the Engineer and shall be applied a sufficient time in advance of the paver to ensure that all water has evaporated before any of the overlying mixture is placed on the tacked surface. The bituminous material including vehicle or solvent shall be uniformly applied with a bituminous distributor at the rate of 0.05 to 0.15 gallons per square yard depending on the condition of the existing surface. The type of bituminous material and application rate shall be approved by the Engineer prior to application. Following the application, the surface shall be allowed to cure without being disturbed for such period of time as may be necessary to permit drying out and setting of the tack coat. This period shall be determined by the Engineer. The surface shall then be maintained by the Contractor until the next course has been placed. Suitable precautions shall be taken by the Contractor to protect the surface against damage during this interval. 6034.4 FREIGHT AND WEIGH BELLS. Before the final estimate, the Contractor shall file with the Engineer receipted bills when railroad shipments are made and certified weigh bills when materials are received in any other manner, of the bituminous materials actually used in the construction covered by this Contract. The Contractor shall not remove bituminous material from the tank car or storage tank until the initial outage and temperature measurements have been taken by the Engineer, nor shall the car or tank be released until the final outage has been taken by the Engineer. Copies of freight bills and weigh bills shall be furnished to the Engineer during the progress of the work. 603-5 METHOD OF MEASUREMENT. 603-5.1 The bituminous material for tack coat shall be measured by the gallon. Volume shall be corrected to the volume at 60 degrees F in accordance with Table IV- 3 of The Asphalt Institute's Manual MS- 6 for emulsified asphalt. Water added to emulsify asphalt will not be measured for payment. 1 12/92 SP P-603-2 603-6 BASIS OF PAYMENT. 603-6.1 Payment shall be made at the contract unit price per gallon of bituminous material corrected at 60°F. This price shall be full compensation for furnishing all materials, for all preparation, delivery and application of these materials, and for all labor, equipment, tools and incidentals necessary to complete the item. Payment will be made under: Item P-603-6.1 - Bituminous Task Coat.- per Gallon ASTM D977 ASTM D2397 Asphalt Institute Manual MS -6 Table IV -3 MATERIAL REQUIREMENTS Emulsified Asphalt Cationic Emulsified Asphalt Temperature -Volume Corrections for Emulsified Asphalts END OF ITEM 12/92 SP P-603-3 ITEM F-605 JOINT SEALING FILLER 605-1 DESCRIPTION. 605-1.1 This item shall consist of sawcutting joints, providing and installing a resilient, adhesive joint sealing filler capable of effectively sealing joints and cracks in pavements, in accordance with the specifications and Contract Drawings. 605-2 MATERIALS. 605-2.1 JOEVT SEALERS. Joint sealing materials shall meet the requirements of one or more of the following types as indicated on the Contract Drawings. Fed. Spec. SS -S-200 - Sealing Compounds, Two -Component, Elastomeric, Polymer Type, Jet Fuel Resistant, Cold Applied. ASTM D1854 - Jet Fuel Resistant Concrete Joint Sealer, Hot Poured Elastic Type ASTM D2628 - Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements ASTM D3405 - Joint Sealants, Hot Poured, for Concrete and Asphalt Pavements ASTM D3569 - Joint Sealant, Hot Poured, Elastomeric, Jet Fuel Resistant Type, for Portland Cement Concrete Pavements ASTM D3581 - Joint Sealant, Hot Poured, Jet Fuel Resistant Type, for Portland Cement Concrete and Tar Concrete Pavements If preformed joint sealer is specified, the manufacturer shall certify that the preformed seal will exert a minimum pressure of 3.0 pounds per square inch when compressed to 80 percent of nominal width and a maximum of 25.0 pounds per square inch when compressed to 50 percent of nominal width. Each lot or batch of sealing compound shall be delivered to the job site in the manufacturer's original sealed container. Each container shall be marked with the manufacturer's name, batch or lot number and the safe heating temperature and shall be accompanied by the manufacturer's certification stating that the compound meets the requirements of this Specification. Each lot of preformed joint sealer delivered to the job site shall be accompanied by the manufacturer's certification stating that it meets the requirements of this Specification. 605-2.2 LUBRICANT. .Lubricant for installation of preformed joint seal shall be a one -component polychloroprene compound containing only soluble phenolic resins blended together with anti -oxidants and acid acceptors in aromatic hydrocarbon solvent mixture and shall meet the following requirements: 12/92 SP P-605-1 Requirements ASTM Average Weight Per Gallon, Pounds 7.8 Solids Content, Percent by Weight 22-28 D1644, Method A Film Strength, psi 2,300 Min. D412 Elongation, Percent 750 Min. D412 Each shipment of lubricant shall be delivered to the job site in the manufacturer's original sealed container. Each container shall be marked with the manufacturer's name, batch or lot number and the date of manufacture and shall be accompanied by the manufacturer's certification stating that the lubricant meets the requirements of the Specification. This lubricant shall be stored at a temperature between 50 degrees F (10 degrees C) and 80 degrees F (27 degrees C) and shall be used within 270 days of its manufacture. 605-2.3 BACKER ROD. Backer rod shall be a flexible, round, continuous rod, manufactured from cross-linked, closed cell polyolefm, and capable of withstanding temperatures of hot -applied sealers. Backer Rods shall be compatible with the sealer and made specifically for this purpose, and approved by the Engineer. 605-2.4 BOND BREAKER. Bond breaker shall be compatible with the sealer and made specifically for this purpose, and approved by the Engineer. 605-3 SUBMITTALS AND CERTIFICATIONS 605-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: - Catalog Data and Certification showing that the joint sealer meets the requirements specified. - Catalog data and certification that lubricant meets the requirements specified. - Catalog data and certification that backer rod meets the requirements specified. - Catalog data and certification that bond breaker meets the requirements specified. 605-4 CONSTRUCTION METHODS. 6054.1 TIME OF APPLICATION. Joints shall be sealed as soon as the concrete has cured the required amount of time. No traffic will be allowed on pavements (including construction vehicles) until the joints have been sealed in accordance with this Specification. The pavement temperature shall be above 40 degrees F (5 degrees C) at the time of the installation of the preformed. joint seal or 50 degrees F (10 degrees C) at the time of installation of poured joint sealing material. 12/92 SP P-605-2 60 -4.2 5 PREPARATION OF JOINTS. Immediately before sealing, the joints shall be thoroughly cleaned of all laitance, curing compound and other foreign material. Cleaning shall be accomplished by sandblasting, wire brushing or high pressure water blast. Upon completion of cleaning, the joints shall be blown out with com- pressed air. The joint faces shall be surface dry when the seal is applied. Prior to resealing joints, the existing joint material shall be removed to the depth as shown on the Contract Drawings. If joint sealer other than that originally used is specified, all existing joint sealer shall be removed. 1 Sandblasting or wire brushing is the recommended method of cleaning since the joints can be primed immediately after the cleaning. 6054.3 INSTALLATION OF SEALANTS. Joints shall be inspected for proper width, depth, alignment and preparation, and shall be approved by the Engineer before sealing is allowed. Sealants shall be placed. in accordance with the following requirements: A. Hot Poured Sealants. The joint sealant shall be applied uniformly solid from bottom to top and shall be filled without formation of entrapped air or voids. A backing material shall be placed as shown on the Contract Drawings and shall be nonadhesive to the concrete or the sealant material. The heating kettle shall be an indirect heating type, constructed as a double boiler. A positive temperature control and mechanical agitation shall be provided. The sealant shall not be heated to more than 20 degrees F (-11 degrees C) below the safe heating temperature. The safe heating temperature can be obtained from the manufacturer's shipping container. A direct connecting pressure type extruding device with nozzles shaped for insertion into the joint shall be provided. Any sealant spilled on the surface of the pavement shall be removed immediately. B. Cold Applied Sealants. Cold applied joint sealing compound shall be applied by means of pressure equipment that will force the sealing material to the bottom of the joint and completely fill the joint without spilling the material on the surface of the pavement. A backing material shall be placed as shown on the Contract Drawings and shall be non -adhesive to the concrete or the sealant material. _ Sealant which does not bond to the concrete surface of the joint walls, contains voids or fails to set to a tack -free condition will be rejected and replaced by the -Contractor at no additional cost. Before sealing the joints, the Contractor shall demonstrate that the equipment and procedures for preparing, mixing and placing the sealant will produce a satisfactory joint seal. This shall include the preparation of two small batches and the application of the resulting material. Backup material or bond breaker in the bottom of the joint to be filled is required to control the depth of the sealant, to achieve the desired shape factor and to support the sealant against indentation and sag. Backup materials and bond breakers shall be compatible with the sealant, shall not adhere to the sealant, shall be compressible without extruding the sealant and shall recover to maintain contact with the joint faces when the joint is open. C. Preformed Elastomeric Joint Seals. Preformed joint sealer shall be placed using equipment capable of installing the sealer in the upright position, without cutting, nicking, distorting or otherwise damaging the seal. Lubricant shall be applied to the concrete or the preformed seal, or both, and the seal shall be installed in a substantially compressed condition and at the depth below the surface of the pavement as shown on the Contract Drawings. The method of installation shall be such that the joint sealer will not be stretched more than 5 percent of the minimum theoretical length or compressed more than 2 percent. The method of installation shall be checked for stretching or compression, using transverse joint sealer. The check shall consist of installing sealer in five joints of at least 25 feet in length, removing the sealer immediately after installation and checking the length. This check may be modified by premarking or precutting the sealer to length prior to installation if this is compatible with the equipment being used. If the measured length of any of these five sealers indicated that the sealer is stretched or compressed 12/92 SP P-605-3 J beyond these limits the installation shall be modified to correct the situation. Once satisfactory sealing operations have started, one joint length per every hundred shall be removed and checked. If the limits are exceeded, the joint sealers on either side should be removed until the condition disappears. The affected joints shall be resealed in a satisfactory manner at no cost to the Owner and the method of installation shall be checked again for satisfactory procedure. The seal shall be installed. in the longest practicable lengths in longitudinal joints and shall be cut at the joint intersections lfor continuous installation of the seal in the transverse joints. 605-5 METHOD OF MEASUREMENT. 605-5.1 No measurement will be made for direct payment of joint sealing filler, as the cost of furnishing and installing shall be considered as a subsidiary obligation in the completion of the work. 605-6 BASIS OF PAYMENT. r 605-6.1 No payment will be made separately or directly for this item on any part of the work unless otherwise listed in the various pay items. All joint sealing filler will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the contract price for the pay items of work involved. r T ESTING REQUIREMENTS ASTM D412 Tests for Rubber Properties in Tension ASTM D1644 Tests for Nonvolatile Content of Varnishes M ATERIAL REQUIREMENTS ASTM D1854 Jet Fuel Resistant Concrete Joint Sealer, Hot Poured Elastic Type , ASTM D2628 Preformed Polychloroprene Elastomeric Joint Seals for Concrete Pavements ASTM D3405 Joint Sealants, Hot Poured, for Concrete and Asphalt Pavements ASTM D3406 Joint Sealants, Hot Poured, Elastomeric Type, for Portland Cement Concrete Pavements ASTM D3569 Joint Sealant, Hot Poured, Elastomeric, Jet Fuel Resistant Type, for , Portland Cement Concrete Pavements ASTM D3581 Joint Sealant, Hot Poured, Jet Fuel Resistant Type, for Portland Cement Concrete and Tar Concrete Pavements , Fed. Spec. SS -S-200 Sealing Compounds, Two Component, Elastomeric, Polymer Type, Jet Fuel Resistant, Cold Applied END OF ITEM 12/92 SP P-605-4 1 t 1 i 1 1 1 1 1 ITEM P-612 FIELD OFFICE 612-1 DESCRIPTION. 612-1.1 This item shall consist of providing, furnishing and maintaining an Engineer's Field Office for the exclusive use of and occupancy by the Consultant field engineers. 612-2 FIELD OFFICE. 612-2.1 FIELD TRAILER. The field office shall meet the requirements of the New York State Department of Transportation Standard Specifications, latest issue, plus all revisions and addenda pertaining thereto, Section 637 and shall be a Type "B" Engineer's Office. 612-2.2 FURNISHING EXISTING FACILITIES AND BUILDINGS. The Contractor may furnish equivalent facilities in existing buildings provided such facilities and buildings are located to provide convenient service and provided that the building location and facilities are approved by the Engineer in writing. 612-2.3 ADDITIONAL REQUIREMENTS. The Contractor shall provide and maintain an automatic telephone answering machine and a telefax machine (on separate telephone lines), both in good working order. 612-3 METHOD OF MEASUREMENT. 612-3.1 Payment will be made at the lump sum price bid for the field office. 6124 BASIS OF PAYMENT. 6124.1 The lump sum price bid shall include the cost of all labor, material, equipment, utility charges and all incidentals necessary to complete this item. Partial payments may be made at the discretion of the Engineer as the work progresses. Payment will be made under: Item P-612-4.1 - Field Office - Lump Sum 12/92 END OF ITEM SP P-612 Fj� ITEM P-620 RUNWAY AND TAXIWAY PAINTING , 620-1 DESCRIPTION. I 620-1.1 This item shall consist of the painting of numbers, markings and stripes, black paint over existing markings to be abandoned and the removal of existing markings on the surface of pavements in accordance with these specifications and at the locations shown on the Contract Drawings, or as directed by the Engineer. 620-2 MATERIALS. 620-2.1 PAINT. White and yellow paint shall meet the requirements of Federal Specification TT -P-85 or TT- P -1952. Black paint shall meet the requirements of Federal Specification TT -P- 110. Paint will be used without reflective media, unless otherwise shown or specified 620-3 SUBMITTALS AND CERTIFICATIONS 620-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. ',submittals and Certifications required are as follows: Catalog Data and Certification showing that paint meets the requirements specified 6204 CONSTRUCTION METHODS. 6204.1 WEATHER LIMITATIONS. The painting shall be performed only upon a dry surface, when the atmospheric temperature is above 45 degrees F Q degrees C), and when the weather is not foggy or windy. The suitability of the weather will be determined by the Engineer. 6204.2 EQUIPMENT. All equipment for the work shall be approved by the Engineer and shall include the apparatus necessary to properly clean the existing surface, a mechanical marking machine, and such auxiliary hand painting equipment as may be necessary to satisfactorily complete the job. The mechanical marker shall be an atomizing spray -type marking machine suitable for application of traffic paint. , It shall produce an even and uniform film thickness at the required coverage and shall be designed so as to apply markings of uniform cross sections and clear-cut edges without running or spattering. n 620-4.3 PREPARATION OF SURFACE. Immediately before application of the paint, the surfac shall be dry and free from dirt, grease, oil, laitance, or other foreign material which would reduce the bond between the paint and the pavement. The area to be painted shall be cleaned by sweeping and blowing or by other methods as required to remove all dirt, laitance, and loose materials. Existing markings or stripes which are to be removed in areas where the pavement will not be overlaid, and also shall be 95% removed by sand blasting or vacuum blasting to the satisfaction of the Owner and Engineer. Paint shall not be applied to portland cement concrete pavement until the concrete in the areas to be painted is clean of curing material. Sand blasting or high pressure water shall be used to remove curing material from concrete surfaces. 12/92 SP P-620-1 G 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 No direct payment for the work of this section will be made. All preparation of surfaces shall be considered a necessary and incidental part of the work and the costs shall be included in the various pay items involved. 620-4.4 LAYOUT OF MARKINGS. On those sections of pavement where no previously applied markings are available to serve as a guide, the proposed markings shall be laid out in advance of the paint application. Existing markings to be abandoned shall be covered with black paint. 6204.5 APPLICATION. Markings shall be applied at the locations and to the dimensions and spacing shown on the plans. Paint shall not be applied until the layout and condition of the surface have been approved by the Engineer. All paint delivered to the job site must be accompanied by the manufacturer's certification that the paint meets the appropriate Federal Specification. The paint shall be delivered in sealed containers clearly labeled by the manufacturer. The paint shall be mixed in accordance with the manufacturer's instructions and applied to the pavement with a marking machine at the following rates: Federal Specification No. Application Rate TT -P-85 100-110 s.f. per gallon TT -P-1952 100-110 s.f. per gallon TT -P-110 100-110 s.f. per gallon The addition of thinners will not be permitted. The following periods shall elapse between placement of a bituminous surface course or seal coat and application rate unless otherwise approved by the Engineer. Federal Scecification No. Time Period TT -P-85 30 days TT -P-1952 24 hours TT -P-110 30 days The edges of the markings shall not vary from a straight line more than 1/2 -inch in 50 feet and the dimensions shall be within a tolerance of plus or minus five percent (5%). Glass spheres, if required, shall be distributed to the surface of the marked areas immediately after application of the paint. A dispenser shall be furnished which is properly designed for attachment to the marking machine and suitable for dispensing glass spheres. The spheres shall be applied at the rate of ten (10) pounds per gallon of paint. The Contractor shall furnish certified test reports for the materials shipped to the project. The reports shall not be interpreted as a basis for final acceptance. The Contractor shall notify the Engineer upon arrival of a shipment of paint to the job site. All emptied containers shall be returned to the paint storage area for checking by the Engineer. The containers shall not be removed from the airport or destroyed until authorized by the Engineer. 6204.6 PROTECTION. After application of the paint, all markings shall be protected from damage until the paint is dry. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, or drippings of paint. SP P-620-2 620-5 METHOD OF MEASUREMENT. 620-5.1 The quantity of runway and taxiway markings to be paid for shall be the number of square feet of paint complete in place, all performed in accordance with the specifications and accepted by the Engineer. 620-6 BASIS OF PAYMENT. 620-6.1 Payment shall be made at the Contract unit price per square foot for runway and taxiway painting. This price shall be full compensation for furnishing all materials and for all labor, equipment, tools, and incidentals necessary to complete the item. Payment will be made under: Item P-620-6.1 - Runway and Taxiway Painting - per Square Foot TESTING REQUIREMENTS None MATERIAL REQUIREMENTS Fed. Spec. TT -P-85 Paint, Traffic: Reflectorized for Airfield Runway Marking (Drop - On Type) Fed. Spec. TT -P-1952 Paint Traffic and Airfield Marking, Acrylic Emulsion Fed. Spec. TT -P-110 Paint, Traffic: Black (Non-Reflectorized) Fed. Spec. TT -B-1325 Beads (Glass Spheres), Retro -Reflective END OF ITEM 12/92 SP P-620-3 1 1 Lj Ll 1 t 1 �1 ITEM P-625 COAL -TAR PITCH EMULSION SEAL COAT 625-1 DESCRIPTION. 625-1.1 This item shall consist of an application of a coal -tar emulsion seal coat, with or without mineral aggregate, applied on an existing, previously prepared bituminous surface, in accordance with these specifications, for the area shown on the plans or as designated by the Engineer. The material is intended for use as a fuel resistant sealer. 625-2 MATERIALS. 625-2.1 AGGREGATE. The aggregate shall either be a natural or manufactured angular aggregate and shall be composed of clean, hard, durable, uncoated particles, free from lumps of clay and all organic matter. The aggregate shall meet the gradation in Table 1, when tested in accordance with ASTM C136. TABLE 1. GRADATION OF AGGREGATES Percentage By Weight Sieve Size Passing Sieves No. 8 100 No. 16 97-100 No. 20 85-100 No.. 30 15-85 No. 40 2-15 No. 50 - No. 100 0-2 625-2.2 BITUMINOUS MATERIALS. The bituminous material shall be a coal -tar pitch emulsion, prepared from a high-temperature, coal -tar pitch, conforming to the requirements of ASTM D 490, grade 11/12. Oil and water gas tar shall not be used even though they comply with ASTM D 490. The coal -tar pitch emulsion shall conform to all requirements of Federal Specification R -P-355 except that the water content shall not exceed 50 percent. 625-2.3 WATER. The water used in mixing shall be potable and free from harmful soluble salts. The temperature of the water added during mixing shall be at least 50 degrees F (10 degrees C). The pH of the water added during mixing shall conform to the requirements of the coal -tar emulsion manufacturer. 625-3 COMPOSITION AND APPLICATION. 625-3.1 COMPOSITION. The coal -tar pitch emulsion seal coat shall consist of a mixture of coal -tar pitch emulsion, water and aggregate in the proportions that fall within the ranges shown in Table 2. 12/92 SP P-625-1 625-32 JOB MIX FORMULA. For a non -rubberized seal coat, the Contractor shall submit the proportions of water, emulsion and sand proposed for use to the Engineer at least 10 days prior to the start of operations. A copy of test data showing the results of the fuel resistance test in accordance with the Mix Design Procedure shall also be submitted to the Engineer. TABLE 2. COMPOSITION OF MIXTURE Type of Seal Coat Composition and Quantities Water Aggregate Application Rate gal./gal. lbs/gal. gal./sq. yd. of emul. of emul. (per application) Sand Slurry 0.15 (max) 2-5 0.15-0.20 Plain Emulsion 0.10 (max) - 0.08-0.10 TABLE 3. DESIGN CRITERIA Test Property Purpose Criterion Brookfield Viscosity Workability of mix 10-90 poises a 77F Freeze -Thaw Cracking ® 5 cycles < 1 ® 10 cycles < 3 Adhesion Loss of adhesion Rating = 5A Fuel Resistance Fuel penetration No penetration or Loss of adhesion loss of adhesion 625-3.3 APPLICATION RATE. The sand slurry coal -tar emulsion seal coat shall be applied in three coats. The first and second coats shall consist of a sand slurry; the third coat shall consist of a plain emulsion. The application rate submitted with the job mix formula shall be verified during placement of the test section and shall fall within the limits shown in Table 2. 625-3.4 TEST SECTION. Prior to full production, the Contractor shall prepare a quantity of mixture in the proportions shown in the approved mix design. The amount of mixture shall be sufficient to place a test section, a minimum of 250 square yards, at the rate specified in the job mix formula. The area to be tested shall be designated by the Engineer and shall be located on a representative section of the pavement to be seal coated. The actual application rate shall be determined by the Engineer during placement of the test section and shall depend on the condition of the pavement surface. The test section shall be used to verify the adequacy of the mixture and to determine the application rate. The same equipment and method of operations shall be used on the test section as will be used on ithe remainder of the work. 12/92 SP P-625-2 1 t v 11 1 1 If the test section should prove to be unsatisfactory, the necessary adjustments to the mix composition, application rate, placement operations, and equipment shall be made. Additional test sections shall be placed and evaluated, if required. Full production shall not begin without the Engineer's approval. Acceptable test sections shall be incorporated into the measurement for payment. 625-35 MIX DESIGN PROCEDURE. This procedure shall be used to determine the capability of the materials furnished by the Contractor to produce a seal coat mix within the range of Table 2. The formulation is a combination of coal tar pitch emulsion, water and sand. The samples furnished by the Contractor shall be combined in the proportions recommended by the supplier and subjected to a sequence of five tests designed to eliminate any materials or combination of materials which do not meet the test criteria. Unacceptable materials in the formulation shall be eliminated from further consideration. A. BROOKFIELD VISCOSITY (Step 1 & 2) 1. Scope This method covers the determination of the Brookfield viscosity, using materials and recommended formulations provided by the Contractor. It is designed to detect formulations that have incompatible quantities of coal tar emulsion and additives, that might flocculate, that have viscosities too low to suspend sand, and to identify any incompatibilities created by introducing sand. 2. Definitions 2.1 Brookfield Viscosity - the viscosity determined by this method. The viscosity is expressed in centipoises (100 centipoises = 1 poise). Its value may vary with the spindle speed (shear rate) due to the non -Newtonian behavior of the coal tar emulsion, additive, and the water added. 2.2 Total liquids - coal tar emulsion, additive, and water. 23 Composite system - total liquids and sand. 3. Apparatus ° 3.1 Brookfield digital viscometer (model DWI) and stand. 3.2 Number 1 and 3 HB spindles for DV -11 viscometer. 33 Paint cans. 3.3.1 quart capacity. 33.2 gallon capacity. 4. Sample Preparation for Step 1 (4.142) and Step 2 (4.143) 4.1 Allow components (coal tar emulsion, water, sand, and additive) to reach 77 degrees F. This should take approximately 24 hours. 4.2 Mix coal tar emulsion and water in container specified in 3.3.2 with 50 strokes of a large laboratory mixing spoon. 12/92 SP P-625-3 1 43 Add sand to total liquids with 50 strokes of a large laboratory mixing spoon, for composite mixture. Sand must be added slowly to avoid tiapping air in the mixture. Stir composite mixture for 5 minutes and immediately proceed to Step 2. 1 5. Procedure Step 1 5.1 Fill quart paint can specified in 33.1 to within one inch of the top with the material prepared in accordance with 4.1 through 4.2 5.2 Insert spindle No. 3 HB in the material until the mixture level coincides with the immersion groove on the spindle shaft. 53 Avoid trapping air bubbles underneath the spindle. 5.4 Adjust rotational speed on the Brookfield viscometer to 50 revolutions per minute (rpm). 55 Start motor and record viscosity value in centipoises after five seconds of rotation. If the viscosity reading is too low for spindle 3, repeat procedure 5.1 through 5.5, using spindle No. 1. Step 2 5.6 Repeat 5.1-55 with the composite mixture prepared in accordance with 4.1 through 4.3. 5.7 If the composite mixture does not fall within the acceptance criterion of 10 to 90 poises the following procedure for combining materials shall be used 5.7.1 Discard materials from Step 1. 5.7.2 Mix coal tar emulsion and water in container specified in 3.3.2 with 50 strokes of a large laboratory mixing spoon. 5.73 Add sand to the mixture with 50 strokes of the laboratory mixing spoon. 6. Report 6.1 The report should include: 6.1.1 Date of test and complete identification of the coal tar formulation tested. 6.1.2 Spindle number and rpm setting. 6.13 Temperature of the sample tested. 6.1.4 Viscosity of total liquids in poises (Step 1). Viscosities between 10 and 90 poises are acceptable. 6.15 Viscosity of composite system in poises (Step 2). Viscosities between 10 and 90 poises are acceptable. 12/92 SP P-625-4 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6.2 For materials to move into Step 2 testing the viscosity range must be met in Step 1. Likewise Step 3 will not be continued until viscosity range is met in Step 2 testing. If a material fails to meet testing criteria in any step it will be eliminated from further testing. B. CYCLIC FREEZE THAW CONDITIONING (Step 3) 1. Scope This method covers the analysis of crack development in a coal tar emulsion seal coat when exposed to multiple cycles of freezing and thawing. 2. Apparatus 2.1 12" x 12" square 16 gauge sheet metal mask with an 11" x 11" square center removed. 2.2 12" x 12" square section of aluminum panel 3/16" thick. 23 Oven capable of maintaining 140 degrees F. 2.4 Freezer capable of maintaining 10 degrees F. 3. Procedure 3.1 Using mask described in 2.1, apply uniform thickness of the coal tar emulsion mixture to a panel as described in 2.2. 3.2 Allow material to cure at 77 ± 2 degrees F and 50 ± 10 percent relative humidity for 24 hours. 33 Place sample in the 140 degree F oven for 24 hours. 3.4 Remove sample and record crack development. 3.5 Place sample in 10 degree F freezer for 24 hours. 3.6 Remove from freezer; this constitutes one freeze -thaw cycle. 3.7 Repeat procedures 33 through 3.6 for a total of 10 cycles. 3.8 Inspect the samples after 5 and 10 cycles and rate the cracking in accordance with the following scale and Figure 1. 0 - No cracking 1 - Hairline cracking 2 - Slight cracking 3 - Moderate cracking 4 - Severe cracking 12/92 SP P-625-5 4. Report 4.1 Report the crack rating at 5 and 10 cycles. Rating of 1 or less at 5 cycles is required. Rating of 3 or less at 10 cycles is required. Any materials not meeting this requirement shall be eliminated from Step 4. C. ADHESION (Step 4) 1. Scope This method covers the determination of adhesion of a coal tar emulsion seal coat and retention of sand by applying pressure sensitive tape. 2. Apparatus 2.1 12" x 12" square 16 gauge sheet metal mask with 3" x 6" rectangular center removed. 2.2 12" x 12" aluminum panel 3/16" thick. 23 Razor sharp blade, scalpel, or other cutting device with cutting edge in good condition. 2.4 Steel straight edge. 2.5 One inch wide semi -transparent pressure sensitive tape with an adhesion strength of 38±5 oz./in. when tested in accordance with ASTM D 3330. 2.6 Hard, small head rubber eraser. 2.7 Table lamp. 3. Procedure 3.1 Using the mask described in 2.1, apply a uniform thickness of the composite mixture to the aluminum panel as described in 2.2. 3.2 Allow mix to cure at 77 ± 2 degrees at 50 ± 10 percent relative humidity for 2.4 hours. 33 Select a representative area. 3.4 Make a horizontal cut of about 1S inches. Then make another cut of 1.5 inches about 40 degrees to the horizontal cut. The - cuts should intersect each other at their centers. When making the cuts, use the straight edge and cut through the coating to the substrate in a steady motion. Brush off dislodged materials. 3.5 Inspect the cuts for reflection of light from the metal substrate to establish that the coating has been cut through completely. If the substrate has not been reached, do not attempt to deepen the cut. Instead, make another "X" in a different location. Remove the dislodged materials by brushing lightly. 3.6 Remove two laps of the pressure sensitive tape from the roll and discard. Remove an additional length at a steady rate and cut a piece about three inches long. 12/92 SP P-625-6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4. D. 1. R 12/92 3.7 Place the center of the tape at the intersection of the cuts with the tape running in the same direction as the smaller angles. Smooth out the tape in the area of the cuts and then rub firmly with the eraser. 3.8 Wait for 60 seconds, then rapidly pull one end of the tape back on itself with the non-stick surfaces touching and running parallel to each other. 3.9 Inspect the "X" cut area for removal of the coating from the substrate and rate the adhesion in accordance with the following scale: 5A No peeling or removal 4A Trace peeling or removal along incisions 3A Jagged removal along incisions up to 1/16 inch on either side 2A Jagged removal along most incisions up to 1/8 inch on either side 1A Removal from most of the area of the "X" under the tape OA Removal beyond the area of the "X" 3.10 Inspect the tape for adhesion of sand. 3.11 Repeat the test in two other locations on the test panel. Report 4.1 Report the number of tests, their mean value and range. 4.2 Report whether sand adhered to the tape as yes or no. No sand can adhere to the tape. No debonding of the seal coat or the test medium is allowed (adhesion rating of 5A is required). Any materials not meeting this requirement shall be eliminated from being tested in Step S. FUEL RESISTANCE (Step 5) Scope This method determines the resistance of the coal tar emulsion seal coat to kerosene. Apparatus 2.1 Two 6" x 6" square 16 gauge sheet metal masks with a 4" x 4" square center removed. 2.2 6" x 6" unglazed white ceramic tile with an absorption rate of 10-18 percent (determined in accordance with ASTM C 67). 2.3 Brass ring, 2" diameter and 2" high. 2.4 Kerosene meeting requirements of ASTM D 3699. 2.5 Silicone rubber sealant. SP P-625-7 3. Procedure 3.1 Immerse the ceramic tile in distilled water for a minimum of ten minutes. 3.2 Remove excess water from the tile to produce a damp surface before applying the seal coat. 33 Using the mask described in 2.1 apply one layer of the coal tar emulsion mixture to the tile. Spread even with the top of the mask using a spatula or other straight edge. 3.4 Allow the sample to cure for 96 hours at 77 ± 2 degrees F and 50 ± 10 percent relative humidity. 3.5 Position a second mask on top of the first mask. 3.6 Apply a second coat of coal tar emulsion mixture. Spread even with the top of the second mask. 3.7 Cure as in step 3.4. 3.8 After curing, affix the brass ring to the seal coat on the tile with silicone rubber. 3.9 Fill the brass ring with kerosene. 3.10 After 24 hours, remove the kerosene from the brass ring, blot dry and immediately examine the film for softness and loss of adhesion. Immediately after the film is examined, break the tile in half, exposing that part of the tile whose film was subjected to the kerosene. 3.11 Evaluate for penetration of kerosene through the sealer and loss of adhesion. 4. Report 4.1 Report the results as pass or fail. Visible evidence of leakage or discoloration shall constitute failure of the test. A "pass" rating in the fuel resistance test is required. 6254. SUBMITTALS AND CERTIFICATIONS 6254.1 Submittals of "Shop and Setting Drawings", "Working Drawings", Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: - Certification that the aggregate meets the requirements specified - Gradation sieve analysis for aggregate - Certification that bituminous material meets the requirements specified - Coal -tar pitch emulsion job mix formula - Method of application 12/92 SP P-625-8 1 625-5 CONSTRUCTION METHODS. 625-5.1 WEATHER LEWrATIONS. The seal coat shall not be applied when the surface is wet or when the humidity or impending weather conditions will not allow proper curing nor when the atmospheric or pavement temperature is below 50 degrees F (10 degrees C), unless otherwise directed by the Engineer. 625-5.2 EQUIPMENT AND TOOLS. The Contractor shall furnish all equipment, tools, and machinery necessary for the performance of the work. ' a. Distributors. Distributors or spray units used for the spray application of the seal coat shall be self- propelled and capable of uniformly applying 0.15 to 0.55 gallons per square yard (0.69 to 2.5 liters per square meter) of material over the required width of application. Distributors shall be equipped with removable ' manhole covers, tachometers, pressure gauges, and volume -measuring devices. The mix tank shall have a mechanically powered, full -sweep mixer with sufficient power to move and homogeneously mix the entire contents of the tank. The distributor shall be equipped with a positive pump so that a constant pressure can be maintained on the mixture to the spray nozzles. b. Miadug Equipment.. The mixing machine shall have a continuous flow mixing unit capable of accurately delivering a predetermined proportion of aggregate, water and emulsion and of discharging the ' thoroughly mixed product on a continuous basis. The mixing unit shall be capable of thoroughly blending all ingredients together and discharging the material to the spreader box without segregation. L 1 1 c. Spreading Equipment. Attached to the mixing machine shall be a mechanical -type squeegee distributor, equipped with flexible material in contact with the surface to prevent loss of slurry from the spreader box. It shall be maintained to prevent loss of slurry on varying grades and adjusted to assure uniform spread. There shall be a lateral control device and a flexible strike -off capable of being adjusted to lay the slurry at the specified rate of application. The spreader box shall have an adjustable width. The box shall be kept clean; coal - tar emulsion and aggregate build-up on the box shall not be permitted. d. Calibration. The Contractor shall furnish all equipment and materials and labor necessary to calibrate the equipment. It shall be calibrated to assure that it will produce and apply a mix that conforms to the job mix design. Commercial equipment should be provided with a method of calibration by the manufacturer. All calibrations shall be made with the approved job materials prior to applying the seal coat to the pavement. A copy of the calibration test results shall be furnished to the Engineer. 625-5.3 PREPARATION OF PAVEMENT SURFACE. Bituminous pavement surfaces which have been softened by petroleum derivatives or have failed due to any other cause shall be removed to the full depth of the damage and replaced with new bituminous concrete similar to that of the existing pavement. Areas of the pavement surface to be treated shall be in a firm consolidated condition. They shall be sufficiently cured so that there is no concentration of oils on the surface. A period of 90 days shall elapse between the placement of a bituminous surface course and the application of the seal coat. Cracks and vegetation in cracks shall be treated in accordance with Item P-400 Preparation of Existing Pavement. 1 12/92 J SP P-625-9 1 625-5.4 CLEANING EXISTING SURFACE. Prior to placing the seal con the surface of the pavement shall ' P 8 � be clean and free from dust, dirt, or other loose foreign matter, grease, oil, or any type of objectionable surface film. When directed by the Engineer, the existing surface shall be cleaned with wire brushes and a power blower. ' Areas that have been subjected to fuel or oil spillage shall be wire brushed to remove any dirt accumulations. The area shall then be primed with shellac or a synthetic resin to prevent the seal coat from debonding. 625-55 BOND COAT. After the surface has been prepared, a bonding coat of 3 parts water to 1 part coal tar pitch emulsion shall be applied as a bonding agent. The bond coat shall be applied at the rate of 0.05 to 0.10 , gal/sy of surface. A bond coat shall be applied only if recommended by the seal coat supplier„ When a bond coat is not recommended, the pavement shall be dampened with a fog spray of water if recommended by the seal coat supplier. No standing water shall remain on the surface. 625-5.6 HANDLING. The mixture shall be continuously agitated from the initial mixing until its application on the pavement surface. The distributor or applicator, pumps, and all tools shall be maintained in satisfactory ' working condition. 625-5.7 APPLICATION OF SAND SLURRY. The sand slurry shall be applied in two applications at a uniform rate with a distributor, spray unit, or squeegee at the approved rate determined from the test section. ' When the emulsion, water and aggregate are blended, the material shall be premixed to produce a homogeneous mixture of uniform consistency. The quantities of materials to be combined in each batch shall be in accordance with the approved mix design. ' The mixing sequence of the various components shall be the same as indicated in the job mix formula. After all components are in the mixer, the mixing shall continue for approximately five minutes or longer, if necessary. ' The mixing shall produce a smooth, free flowing homogeneous mixture of uniform consistency. Slow mixing shall be continuous from the time the emulsion is placed into the mixer until the slurry is applied by distributor truck or poured into the spreading equipment. During the entire mixing process, no breaking, segregating, or hardening of the emulsion nor bailing, lumping, or swelling of the aggregate shall be permitted. The slurry shall be applied at a uniform rate to provide the quantity determined during placement of the test strip. When a spreader box is used, a sufficient amount of slurry shall be fed in the spreader box to keep a full supply against the full width of the 'squeegee, so that complete coverage of all surface voids and cracks, is obtained. Manufacturer's recommendations regarding application by spraying or squeegeeing should be followed. In areas inaccessible to equipment, the slurry may be applied by means of a hand squeegee. Upon completion of the work, the seal coat shall have no pin holes, bare spots, or cracks through which liquids or foreign matter could penetrate to the underlying pavement. The finished surface shall present a uniform ' texture. Each application shall be allowed to dry thoroughly before the next coat is applied. ' 625-5.8 APPLICATION OF PLAIN EMULSION. Plain emulsion shall be applied at a uniform rate with a distributor or spray unit at the approved rate determined from the test section. When it is necessary to dilute , the emulsion in order to aid application, the emulsion may be diluted with clean water but not by more than 10 percent. 625-5.9 CURING. The seal coat shall be permitted to dry for a minimum of 24 hours after the final application before opening to traffic and shall be sufficiently cured to drive over without damage to the seal coat. Any damage to the uncured mixture shall be the responsibility of the Contractor to repair. 12/92 SP P-625-10 625-6 QUALITY CONTROL 625-6.1 CONTRACTOR'S CERTIFICATION. The Contractor shall furnish the manufacturer's certification that each consignment of emulsion shipped to the project meets the requirements of Federal Specification R -P-355, except that the water content shall not exceed 50 percent. The certification shall also indicate the solids and ash content of the emulsion and the date the tests were conducted. The certification shall be delivered to the Engineer prior to the beginning of work. The manufacturer's certification for the emulsion shall not be interpreted as a basis for final acceptance. Any certification received shall be subject to verification by testing samples received for project use. 625.62 CONSULTATION. The Contractor shall have an independent technical consultant on the job site at the beginning of operations. The consultant shall have knowledge of the materials, procedures, and equipment described in this specification and shall assist the Contractor regarding proper mixing of the component materials and application of the seal coat. The consultant shall have a minimum of 3 years experience in the use of coal tar seal coats. Documentation of this experience shall be furnished to the Engineer prior to the start of operations. 625-63 SAMPLING. Four random samples of material, from each days production, shall be tested for viscosity to determine conformance with the requirements contained in Table 3. One random sample per day shall be tested for the other properties of Table 3. In addition, a one -quart sample will be obtained daily and stored in _a glass container. The container shall be sealed against contamination and retained in storage by the Owner for a period of six months. Samples shall be stored at room temperature and not be subjected to freezing temperatures. A sample of undiluted coal tar emulsion and latex shall be sampled from each consignment shipped to the job. ' 625-7 METHOD OF MEASUREMENT. 1 n 625-7.1 The quantity of coal -tar pitch emulsion seal coat to be paid for shall be the number of square yards measured at the completion of the final application. Satisfactory test sections shall be included in the measurement; however, unsatisfactory or failing test sections shall be omitted from measurement. 625-8 BASS OF PAYMENT. 625-8.1 Payment shall be made at the Contract unit price per square yard for coal -tar pitch emulsion seal coat. These prices shalt fully compensate the Contractor for furnishing all materials and for all labor, equipment, tools and incidentals necessary to complete the items. Payment will be made under: 1 12/92 Item P-625-8.1 - Coal -Tar Pitch Emulsion Seal Coat - Per Square Yard TESTING REQUIREMENTS ASTM 136 Sieve or Screen Analysis of Fine and Coarse Aggregates SP P-625-11 MATERIAL REQUIREMENTS Fed. Spec. R -P-355 Pitch, Coal -Tar Emulsion (Coating :For Bituminous Pavements) ASTM D 490 Tars (for use in) Road Construction END OF ITEM 12/92 SP P-625-12 ITEM D-710 I STABILIZATION FABRIC 1 710-1 DESCRIPTION. ' 710-1.1 This item shall consist of ground stabilization fabric furnished and installed in accordance with this specification and in strict accordance with the manufacturer's recommendations. 710-2 MATERIALS. 1 1 1 1 710-2.1 The stabilization fabric shall be a non -woven or woven geotextile recommended by the manufacturer for use as a stabilization fabric and have the following properties: Physical Properties Test Method Requirement Grab Strength 270 pounds (Min.) (ASTM D4632) Grab Elongation 50 percent (Max.) (ASTM D4632) Puncture Strength 100 pounds (Min.) (ASTM D4833) Trapezoid Tear Strength 100 pounds (Min.) (ASTM D4533) 710-2.2 Stabilization fabric values should represent "minimum average roll values". 710-2.3 Stabilization fabric shall be currently listed for undercut on the approved lists for "Materials and Equipment for use on New York State Department of Transportation Projects". 710-3 SUBMITTALS AND CERTIFICATIONS. 710-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: Catalog data and certification showing that the material meets the requirements specified. 7104 CONSTRUCTION METHODS. 7104.1 Stabilization fabric shall be installed in accordance with the details shown on the Contract Drawings and in strict accordance with the manufacturer's recommendations. 7104.2 All stabilization fabric overlaps shall be in accordance with the manufacturer's recommendations or one - foot, whichever is greater. 710-5 METHOD OF MEASUREMENT. 710-5.1 The quantity of stabilization fabric to be paid for shall be the number of square feet, in place, excluding all seams and overlaps, complete and accepted. The square footage shall be determined from the areas and dimensions given on the Contract Drawings. 3/93A SP D-710-1 710-6 BASIS OF PAYMENT. 710-6.1 Payment will be made at the Contract unit price per square foot for stabilization fabric. This price shall be full compensation for furnishing all materials and for all preparation and installation of these materials, and for all labor, equipment, tools and incidentals necessary to complete the item. Payment will be made under: Item D-701-6.1 - Stabilization Fabric - Per Square Foot END OF rMM 3/93A SP D-710-2 ITEM D-711 LINING 711-1 DESCRIPTION. 711-1.1 This item shall consist of run -of -crusher hard durable ledgerock placed in accordance with these Specifications and shall conform to the dimensions shown on the Plans and established by the Engineer. 711-2 MATERIALS. 711-2.1 Lining material shall consist of clean, sound, durable particles of crushed ledgerock meeting the requirements of New York State Department of Transportation Standard Specifications, latest issue plus all revisions and addenda pertaining thereto, Section 304-2 Type 2 subbase course. 711-3 CONSTRUCTION DETAILS. 711-3.1 Lining material shall be placed in loose layers not exceeding 6 inches in depth unless otherwise directed by the Engineer and compacted to a density of 95% in accordance with ASTM D 698. Successive layers shall be added and thoroughly compacted by hand and pneumatic tampers approved by the Engineer until the lining is brought up to the proper thickness and grade. 711-4 METHOD OF MEASUREMENT. 711-4.1 No measurement will be made for direct payment of lining as the cost of furnishing and installing shall be considered as a subsidiary obligation in the completion of the work. 711-5 BASIS OF PAYMENT. 711-5.1 No payment will be made separately or directly for this item on any part of the work unless otherwise listed in the various pay items. All lining shall be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the Contract price for the pay items of work involved. END OF ITEM 122/92 SP D-711-1 ITEM D-712 RIP -RAP BERM 712-1 DESCRIPTION. 712-1.1 This item shall consist of constructing a rip -rap berm with on airport materials and placing the materials at locations shown on the Plans and as directed by the Engineer. The work shall be done in acxordance with these Specifications and in conformity with the lines, grades, thicknesses and typical sections shown on the Plans or established by the Engineer. 712-2 MATERIALS. 712-2.1 Rip -rap shall be on airport property boulders ranging from 1/2 to 4 tons. 712-3 CONSTRUCTION DETAILS. 712-3.1 Construction details shall be in accordance with the plans and details. 7124 METHOD OF MEASUREMENT. 712-4.1 The length of Rip -Rap Berm to be paid for shall be the number of linear feet of Rip -Rap Berm installed in place, completed and approved to be measured along the centerline of the berm. 712-5 BASIS OF PAYMENT. 712-5.1 Payment shall be made at the contract unit price per linear foot of the completed and accepted rip -rap berm. These prices shall be full compensation for furnishing all materials and for all operations, hauling, placing, and for all labor, equipment, tools and incidentals necessary to complete the item. Payment will be made under: Item D-712-6.1 - Rip -Rap Berm - per Linear Foot END OF ITEM 4/93 SP D-712-1 ITEM T-901 ' SEEDING 901-1 DESCRIPTION. 901-1.1 This item shall consist of furnishing, hauling, and placing seeding and related operations, including liming and fertilizing, on surfaces outside the limits of the pavement where existing growth has been covered or removed or disturbed by stripping, grading, ditching or other construction operations as shown on the Contract Drawings or ' as directed by the Engineer in accordance with these Specifications. 901-2 MATERIALS. ' 901-2.1 SEED. The species and application rates of grass, legume and cover -crop seed furnished shall be those stipulated herein. Seed shall conform to the requirements of Federal Specification JJJ-S-181. ' Seed shall be furnished separately or in mixtures in standard containers with the seed name, lot number, net weight, percentages of purity and of germination and hard seed, and percentage of maximum weed seed content clearly marked for each kind of seed. The Contractor shall furnish the Engineer duplicate signed copies of a ' statement by the vendor certifying that each lot of seed has been tested by a recognized laboratory for seed testing within six (6) months of date of delivery. This statement shall include: name and address of laboratory, date of test, lot number of each kind of seed and the results of tests as to name, percentages of purity and of ' germination, and percentage of weed content for each kind of seed furnished, and, in the case of a mixture, the proportions of each kind of seed. Areas to be seeded shall be tilled to a depth of 5 inches. Grass seed shall be fresh, recleaned seed of the latest ' crop. The seed mixture specified below is based on percentage of pure seed (purety exgermination). The exact quantity of bulk seed used will depend on the grade of seed available. The tolerance for P.L.S. shall be those called official and tabulated on pages 22 and 23, United States Department of Agriculture Services and ' Regulatory Announcement No. 156. Seed: Fresh, clean, new crop delivered unopened, bearing guaranteed analysis. ' Percent Percent Percent By Weight Varie Emn h Germination ' 55 Kentucky Blue Grass 85 80 30 Red Fescue 98 85 15 Perennial Rye Grass 98 90 ' 901-2.2 FERTILIZER. Complete, partially organic, containing by weight: Nitrogen 10% ' Phosphorous 6% Potash 4% 5/93 SP T-901-1 L' 901-3 SUBMITTALS AND CERTIFICATIONS. 901-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittal and Certifications required are as follows: ' - Catalogue data and certification showing that the seed mixture percent by weight, percent purity and percent germination meet the requirements specified. I Catalogue data and certification showing that the guaranteed analysis of fertilizer meets the requirements specified. 9014 CONSTRUCTION METHODS. 9014.1 ADVANCE PREPARATION AND CLEANUP. After grading of areas has been completed and before ' applying fertilizer and ground limestone, areas to be seeded shall be raked or otherwise cleared of stones larger than 1 inch in any diameter, sticks, stumps and other debris which might interfere with sowing of seed, growth of grasses or subsequent maintenance of grass -covered areas. If any damage by erosion or other causes has occurred after the completion of grading and before beginning the application of fertilizer and ground limestone, the Contractor shall repair such damage. This may include filling gullies, smoothing irregularities and repairing other incidental damage. An area to be seeded shall be considered satisfactory and ready to be seeded without additional treatment if it , has recently been thoroughly loosened and worked to a depth of not less than 5 inches as a result of grading operations and, if immediately prior to seeding, the top 3 inches of soil is loose, friable, reasonably free from , large clods, rocks, large roots or other undesirable matter and if shaped to the required grade. However, when the area to be seeded is sparsely sodded, weedy, barren and unworked or packed and hard, any grass and weeds shall first be cut or otherwise satisfactorily disposed of, and the soil then scarified or otherwise I loosened to a depth not less than 5 inches. Clods shall be broken and the top 3 inches of soil shall be worked into a satisfactory seedbed by discing or by use of cultipackers, rollers, drags, harrows or other appropriate means. , 9014.2 PLANTING SEASON. April 1 to May 15; August 15 to September 15 unless otherwise approved by the Engineer. The Contractor shall seed all areas damaged by his operations. 9014.3 FERTILIZING. Fertilizer shall be applied at the rate of 20 pounds commercial 10- 6- 4 per 1,000 square feet, worked lightly into top 3 inches of topsoil. 9014.4 SEEDING M KTURE. The seed mixture shall be spread at the rate of 3 pounds per 1,000 square feet, , utilizing one of the following methods: 9014.4.1 DRY APPLICATION METHOD. ' A. Fertilizing. Following advance preparations and cleanup, and liming if required, fertilizer shall be uniformly spread at the rate which will provide not less than the minimum quantity specified. ' B. Seeding. Grass seed shall be sown at the rate specified immediately after fertilizing and the fertilizer and seed shall be raked within the depth range stated herein. Seeds of legumes, either alone or in mixtures, shall be inoculated before mixing or sowing, in accordance with the instructions of the manufacturer of the inoculant. When seeding is required at other than the seasons shown on the Plans or in the Specifications, a cover crop shall be sown by the same methods required for grass and legume seeding. 5/93 SP T-901-2 F L C. Rolling. After the seed has been properly covered, the seeded area shall be immediately compacted by means of an approved lawn roller, weighing 40 to 65 pounds per foot of width for clay soil (or any soil having a tendency to pack) and weighing 150 to 200 pounds per foot of width for sandy or light soils. ' 9014.4.2 WET APPLICATION METHOD. A. General. The Contractor may elect to apply seed and fertilizer (and lime, if required) by spraying them on the previously prepared surface to be seeded in the form of an aqueous mixture and by using the methods and equipment described herein. The rates of application shall be as specified. B. Spraying Equipment. The spraying equipment shall have a container or water tank equipped with a liquid level gauge calibrated to read in increments not larger than 50 gallons over the entire range of the tank capacity, mounted so as to be visible to the nozzle operator. The container or tank shall also be equipped with a mechanical power -driven agitator capable of keeping all the solids in the mixture in complete suspension at all times until used. ' The unit shall also be equipped with a pressure pump capable of delivering 100 gallons per minute at a pressure of 100 pounds per square inch. The pump shall be mounted in a line which will recirculate the mixture through the tank whenever it is not being sprayed from the nozzle. All pump passages and pipelines shall be capable of providing clearance for 5/8 -inch solids. The power unit for the pump and agitator shall have controls mounted so as to be accessible to the nozzle operator. There shall be an indicating pressure gauge connected and mounted immediately at the back of the nozzle. The nozzle pipe shall be mounted on an elevated supporting stand in such a manner that it can be rotated through 360 degrees horizontally and inclined vertically from at least 20 degrees below to at least 60 ' degrees above the horizontal. There shall be a quick -acting, three-way control valve connecting the recirculating line to the nozzle pipe and mounted so that the nozzle operator can control and regulate the amount of flow of mixture delivered to the nozzle. At least three different types of nozzles shall be ' supplied so that mixtures may be properly sprayed over distance varying from 20 feet to 100 feet. One shall be a close -range ribbon nozzle, one a medium -range ribbon nozzle and one a long-range jet nozzle. For ease of removal and cleaning, all nozzles shall be connected to the nozzle pipe by means of quick - release couplings. In order to reach areas inaccessible to the regular equipment, an extension hose at least 50 feet in length shall be provided to which the nozzles may be connected. ' C. Mixtures. Lime, if required, shall be applied separately, in the quantity specified, prior to the fertilizing and seeding operations. Not more than 220 pounds of time shall be added to and mixed with each 100 ' gallons of water. Seed and fertilizer shall be mixed together in the relative proportions specified, but not more than a total of 220 pounds of these combined solids shall be added to and mixed with each 100 gallons of water. ' All water used shall be obtained -from fresh water sources and shall be free from injurious chemicals and other toxic substances harmful to plant life. Brackish water shall not be used at any time. The Contractor shall identify to the Engineer all sources of water at least 2 weeks prior to use. The Engineer may take ' samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor shall not use any water from any source which is disapproved by the Engineer following such tests. All mixtures shall be constantly agitated from the time they are mixed until they are finally applied to the area to be seeded. All such mixtures shall be used within 2 hours from the time they are mixed or they shall be wasted and disposed of at locations acceptable to the Engineer. ' 5/93 SP T-901-3 D. Spraying. Lime, if required, shall be sprayed only upon previously prepared seedbeds. After the applied lime mixture has dried, the lime shall be worked into the top 3 inches, after which the area to be seeded shall again be properly graded and dressed to a smooth finish. Mixtures of seed and fertilizer shall only be sprayed upon previously prepared seedbeds on which the lime, if required, shall already have been worked in. The mixtures shall be applied by means of a high-pressure spray which shall always be directed upward into the air so that the mixtures will fall to the ground like rain in a uniform spray. Nozzles or sprays shall never be directed toward the ground in such a manner as might produce erosion or runoff. Particular care shall be exercised to insure that the application is made uniformly and at the prescribed rate and to guard against misses and overlapped areas. Proper predetermined quantities of the mixture in accordance with specifications shall be used to cover specified sections of known area. Checks on the rate and uniformity of application may be made by observing the degree of wetting of the ground or by distributing test sheets of paper or pans over the area at intervals and observing the quantity of material deposited thereon. ' On surfaces which are to be mulched as indicated by the Plans or designated by the Engineer, seed and fertilizer applied by the spray method need not be raked into the soil or rolled. However, on surfaces on which mulch is not to be used, the'raking and rolling operations will be required after the soil has dried. 9014.5 MAINTENANCE OF SEEDED AREAS. The Contractor shall protect seeded areas against traffic or other use by warning signs or barricades, as approved by the Engineer. Surfaces gullied or otherwise damaged following seeding shall be repaired by regrading and reseeding as directed. The Contractor shall mow, water as directed, and otherwise maintain seeded areas in a satisfactory condition until final inspection and acceptance of the work. _ When either the dry or wet application method outlined above is used for work done out of season, it will be ■ required that the Contractor establish a good stand of grass of uniform color and density to the satisfaction of the Engineer. If at the time when the Contract has been otherwise completed it is not possible to make an ' adequate determination of the color, density and uniformity of such stand of grass, payment for C] a unaccepted portions of the areas seeded out of season will be withheld until such time as these requirements have been met. 901-5 METHOD OF MEASUREMENT. ' 901-5.1 No measurement will be made for direct payment of seeding as the cost of furnishing and sowing shall be considered a subsidiary obligation in completing the various items involved. 901-6 BASIS OF PAYMENT. 901-6.1 No payment will be made separately or directly for this item on any part of the work unless otherwise ' listed in the various payment items. All seeding will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the contract price for the pay items of work ' involved. 5/93 SP T-901-4 I 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 51% ASTM C602 ASTM D977 Fed. spec. JJJ-S-181B Fed. Spec. O -F -241D MATERIAL REQUIREMENTS Agricultural Liming Materials Emulsified Asphalt Agricultural Seeds Commercial Mixed Fertilizer END OF ITEM SP T-901-5 ITEM T-905 TOPSOILING 905-1 DESCRIPTION. I 905-1.1 This item shall consist of preparing the ground surface for topsoil application, removing topsoil from designated stockpiles or areas to be stripped on the site, placing and spreading the topsoil on prepared areas in accordance with this Specification at the locations shown on the Plans or as directed by the Eni;ineer. 905-2 MATERIALS. ' 905-2.1 TOPSOIL. Topsoil shall be the surface layer of soil with no admixture of refuse or any material toxic to plant growth, and it shall be reasonably free from subsoil and stumps, roots, brush, stones (2 inches or more in diameter), clay lumps or similar objects. Brush and other vegetation which will not be incorporated with the soil during handling operations shall be cut and removed. Ordinary sods and herbaceous growdh such as grass and weeds are not to be removed but shall be thoroughly broken up and intermixed with the soil during handling operations. The topsoil or soil mixture, unless otherwise specified or approved, shall have a pH range of approximately 5.5 pH to 7.6 pH, when tested in accordance with the methods of testing of the Association of Official Agricultural Chemists in effect on the date of invitation of bids. The organic content shall be not less than 3% nor more than 20% as determined by the wet -combustion method (chromic acid reduction). There ' shall be not less than 20% nor more than 80% of the material passing the 200 mesh sieve as determined by the wash test in accordance with AASHTO T 11. Natural topsoil may be amended by the Contractor with approved materials and methods to meet the above Specifications. 905-2.2 INSPECTION AND TESTS. Within 10 days following acceptance of the bid, the Engineer shall be ' notified of the source of topsoil to be furnished by the Contractor. The topsoil shall be inspected to determine if the selected soil meets the requirements specified and to determine the depth to which stripping will be permitted. At this time, the Contractor may be required to take representative soil samples from several locations within the area under consideration and to the proposed stripping depths for testing purposes as specified in 905-2.1. 905-3 SUBMITTALS AND CERTIFICATIONS 905-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: Certificate and test results showing that topsoil meets the requirements specified 9054 CONSTRUCTION METHODS. 9054.1 GENERAL. Areas to be topsoiled shall be shown on the Plans. If topsoil is available on the site, the location of the stockpiles or areas to be stripped of topsoil shall be shown on the Plans. 1 4/93 SP T-905-1 I Suitable equipment necessary for proper preparation and treatment of the ground surface, stripping of topsoil and for handling and placing of all required materials shall be on hand, in good condition and approved by the Engineer before the various operations are started. 9054.2 PREPARING THE GROUND SURFACE. Immediately prior to dumping and spreading the topsoil on any area, the surface shall be loosened by discs or spike -tooth harrows, or by other means approved by the Engineer, to a minimum depth of 2 inches to facilitate bonding of the topsoil to the covered subgrade soil. The surface of the area to be topsoiled shall be cleared of all stones larger than 2 inches in any diameter and all litter or other material which may be detrimental to proper bonding, the rise of capillary moisture or the proper growth of the desired planting. Limited areas, as shown on the Plans, which are too compact to respond to these operations shall receive special scarification. Grades on the area to be topsoiled, which have been established by others as shown on the Plans, shall be maintained in a true and even condition. Where grades have not been established, the areas shall be smooth - graded and the surface left at the prescribed grades in an even and properly compacted condition to prevent, insofar as practical, the formation of low places or pockets where water will stand. 9054.3 OBTAINING TOPSOIL. Prior to the stripping of topsoil from designated areas, any vegetation briers, stumps and large roots, rubbish or stones found on such areas, which may interfere with subsequent operations, shall be removed using methods approved by the Engineer. Heavy sod or other cover, which cannot be incorporated into the topsoil by discing or other means, shall be removed. When suitable topsoil is available on the site, the Contractor shall remove this material from the designated areas and to the depth as directed by the Engineer. The topsoil shall be spread on areas already tilled and smooth - graded or stockpiled in areas approved by the Engineer. Any topsoil stockpiled by the Contractor shall be rehandled and placed without additional compensation. Any topsoil that has been stockpiled on the site by others and is required for topsoiling purposes shall be removed and placed by the Contractor. The sites of all stockpiles and areas adjacent thereto which have been disturbed by the Contractor shall be graded if required and put into a condition acceptable for seeding. Payment will be made under Item P-152, Common Excavation, for stripping, hauling, stockpiling, rehandling and placing of all topsoil obtained on-site and used in the finished work. Excessive topsoil not used in the finished work which has been stripped and stockpiled will be paid for under Item P- 152 Excavation and Embankment - Unclassified Excavation. All topsoil not used in the finished work shall be placed in locations on the site as designated by the Engineer. 905-4.4 PLACING TOPSOIL. The topsoil shall be evenly spread on the prepared areas to a uniform depth as shown on the Contract Drawings after compaction. Spreading shall not be done when the ground or topsoil is frozen, excessively wet or otherwise in a condition detrimental to the work. Spreading shall be carried on so that turfing operations can proceed with.a minimum of soil preparation or tilling. After spreading, any large, stiff clods and hard lumps shall be broken with a pulverizer or by other effective means and all stones or rocks (1 inch or more in diameter), roots, litter or any foreign matter shall be raked up and disposed of by the Contractor. After spreading is completed, the topsoil shall be satisfactorily compacted by rolling with a cultipacker or by other means approved by the Engineer. The compacted topsoil surface shall conform to the required lines, grades and cross sections. Any topsoil or other dirt falling upon pavements as a result of hauling or handling of topsoil shall be promptly removed. 905-5 METHOD OF MEASUREMENT. 905-5.1 No measurement will be made for direct payment of topsoiling obtained on-site, as the cost of furnishing and placing topsoil shall be considered as a subsidiary obligation in completing the various items 4/93 SP T-905-2 involved 905-6 BASIS OF PAYMENT. 905-6.1 No payment will be made separately or directly for topsoil obtained on-site. All on-site topsoiling will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the Contract price for Common Excavation. TESTING AND MATERIAL REQUIREMENTS Test and Short Title Material and Short Title AASHTO T 11 -- Gradation None END OF ITEM 4/93 SP T-905-3 ' ITEM T-906 BEACHGRASS 1 906-1 DESCRIPTION. 906-1.1 This item shall consist of furnishing, hauling, and planting beachgrass and related operations, including fertilizing, on surfaces outside the limits of the pavement where existing growth has been covered or removed or disturbed by stripping, grading, ditching or other construction operations as shown on the Contract Drawings or as directed by the Engineer in accordance with these Specifications. 906-2 MATERIALS. 906-2.1 BEACHGRASS. The species and application rates of beachgrass shall be those stipulated herein. Beachgrass shall be Cape American beachgrass furnished separately in plant sprigs containing 3 stems (culms). The Contractor shall furnish the Engineer duplicate signed copies of a statement by the vendor certifying the type of beachgrass. All beachgrass shall be fresh. 906-2.2 FERTILIZER. Fertilize the planted areas with 10-10-10 fertilizer or equivalent at a rate of 400 pounds per acre at planting time. Follow this with 40 pounds per acre of nitrogen in the spring and repeat annually until adequate plant cover is established. ' 906-3 SUBMITTALS AND CERTIFICATIONS. 906-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" 1 for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittal and Certifications required are as follows: Catalogue data and certification showing that the beachgrass meets the requirements specified. 9064 CONSTRUCTION METHODS. 9064.1 ADVANCE PREPARATION AND CLEANUP. After grading of areas has been completed and before applying fertilizer, areas to be seeded shall be raked or otherwise cleared of any debris. If any damage by erosion or other causes has occurred after the completion of grading and before beginning the application of fertilizer, the Contractor shall repair such damage. This may include filling gullies, smoothing irregularities and repairing other incidental damage. ' 9064.2 PLANTING OF BEACHGRASS. There shall be no alteration to existing vegetated dune areas. Beachgrass shall be planted on 12 -inch centers. A planting unit of beachgrass consists of three healthy culms. Culms shall be planted 8-9 inches deep. People and vehicles shall be kept off all planted areas. 9064.3 PLANTING SEASON. September 30 to November 1 unless otherwise approved by NYSDEC. 906-4.4 MAINTENANCE OF SEEDED AREAS. The Contractor shall protect planted areas against traffic or other use by warning signs or barricades, as approved by the Engineer. Surfaces gullied or otherwise damaged following planting shall be repaired by regrading and replanting as directed. The Contractor shall water as 1 5/93 SP T-906-1 directed, and otherwise maintain seeded areas in a satisfactory condition until final inspection and acceptance of the work. All planted beachgrass must be maintained at an 80% survival rate at minimum. 906-5 METHOD OF MEASUREMENT. 906-5.1 The quantity of beachgrass planting to be paid for shall be the number of square yards measured on the ground surface outside the limits of pavement, but within the limits shown on the Contract Drawings, completed and accepted. 906-6 BASIS OF PAYMENT. 906-6.1 Payment shall be made at the contract unit price per square yard for planting beachgrass. This price shall be full compensation for furnishing and placing all material and for all labor, equipment, tools and incidentals necessary to complete the work prescribed in this item. Partial payment may be made as the work progresses at the discretion of the Engineer. Payment will be made under: Item T-906-6.1 - Beachgrass - Per Square Yard END OF 1'MM 5/93 SP T-906-2 1 1 C� 1 ITEM T-908 MULCHING 908-1 DESCRIPTION. 908-1.1 This item shall consist of furnishing, hauling, placing and securing mulch on surfaces outside the limits of pavement as indicated on the Contract Drawings or designated+y the Engineer. 908-2 MATERIALS. 908-2.1 MULCH MATERIAL. Acceptable mulch shall be the materials listed below or any approved locally available material that is similar to those specified. Low grade, musty, spoiled, partially rotted hay, straw or other materials unfit for animal consumption will be acceptable. Mulch materials, which contain matured seed of species which would volunteer and be detrimental to the proposed overseeding or to surrounding farmland, will not be acceptable. Straw or other mulch material which is fresh and/or excessively brittle or which is in such an advanced stage of decomposition as to smother or retard the planted grass, will not be acceptable. A. Hay. Hay shall be native hay, Sudan grass hay, broomsedge hay, legume hay or similar hay or grass clippings. B. Straw. Straw shall be the threshed plant residue of oats, wheat, barley, rye or rice from which grain has been removed. C. Hay Mulch Containing Seed. Hay mulch shall be mature hay containing viable seed of native grasses or other desirable species stated in the Special Provisions or as approved by the Engineer. The hay shall be cut and handled so as to preserve the maximum quantity of viable seed. Hay mulch which cannot be hauled and spread immediately after cutting shall be placed in weather -resistant stacks or baled and stored in a dry location until used. D. Manufactured Mulch. Cellulose -fiber or wood -pulp mulch shall be products commercially available for use in spray applications. E. Asphalt Binder. Asphalt binder material shall conform to the requirements of ASTM D 977, Type SS -1 or RS -1, as appropriate. 908-2.2 INSPECTION. Two (2) weeks prior to commencement of the mulching operation, the Engineer shall be notified of sources and quantities of mulch materials available and the Contractor shall furnish him with representative samples of the materials to be used. These samples may be used as standards with the approval of the Engineer and any materials brought on the site which do not meet these standards shall be rejected. 908-3 SUBMITTALS AND CERTIFICATIONS. 908-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalog Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittal and Certifications required are as follows: - Material and source identification for mulch. Representative sample of mulch. '5/93 SP T-908-1 9084 CONSTRUCTION METHODS. 908-4.1 MULCHING. Before spreading mulch, all large clods, stumps, stones, brush, roots and other foreign material shall be removed from the area to be mulched. Mulch shall be applied immediately after seeding. The spreading of the mulch may be by hand methods, blower or other mechanical methods, provided a uniform covering is obtained. Mulch material shall be furnished, hauled and evenly applied on the area shown on the Plans or designated by the Engineer. Straw or hay shall be spread over the surface to a uniform thickness at the rate of 2 to 3 tons per acre to provide a loose depth of not less than 1-1/2 inches nor more than 3 inches. Other organic: material shall be spread at the rate directed by the Engineer. Mulch may be blown on the slopes and the use of cutters in the equipment for this purpose will be permitted to the extent that at least 95% of the mulch in place on the slope shall be 6 inches or more in length. When mulches applied by the blowing method are cut, the loose depth in place shall be not less than 1 inch nor more than 2 inches. 9084.2 SECURING MULCH. The mulch shall be held in place by light discing, a very thin covering of topsoil, small brush, pins, stakes, wire mesh, asphalt binder or other adhesive material approved by the Engineer. Where mulches have been secured by either of the asphalt binder methods, it will not be permissible to walk on the slopes after the binder has been applied. The Contractor is warned that in the application of ,asphalt binder material he must take every precaution to guard against damaging or disfiguring structures or property on or adjacent to the areas worked and that he will be held responsible for any such damage resulting from his operations. If the "Peg and String" method is used, the mulch shall be secured by the use of stakes or wire pins driven into the ground on 5- foot centers or less. Binder twine shall be strung between adjacent stakes in straight lines and crisscrossed diagonally over the mulch, after which the stakes, shall be firmly driven nearly flush to the ground to draw the twine down tight onto the mulch. 908-4.3 CARE AND REPAIR. I A. The Contractor shall care for the mulched areas until final acceptance of the Project. Such care shall consist of providing protection against traffic or other use by placing warning signs as approved by the Engineer and erecting any barricades that may be shown on the Plans before or immediately after mulching has been completed on the designated areas. B. The Contractor shall be required to repair or replace any mulching that is defective or becomes damaged until the project is finally accepted. When, in the judgment of the Engineer, such defects or damages ' are the result of poor workmanship or failure to meet the requirements of the Specifications, the cost of the necessary repairs or replacement shall be borne by the Contractor. However, once the Contractor has completed the mulching of any area in accordance with the provisions of the Specifications and to the satisfaction of the Engineer, no additional work at his expense will be required, but subsequent repairs and replacements deemed necessary by the Engineer shall be made by the Contractor and will be paid for as additional or extra work. C. If the "Asphalt Spray" method is used, all mulched surfaces shall be sprayed with asphalt binder material so that the surface has a uniform appearance. The binder shall be uniformly applied to the; mulch at the rate of approximately 8.0 gallons per 1,000 square feet or as directed by the Engineer, with a minimum of 6.0 gallons and a maximum of 10 gallons per 1,000 square feet depending on the type of mulch and the effectiveness of the binder securing it. Bituminous binder material may be sprayed on the mulched slope areas from either the top or the bottom of the slope. An approved spray nozzle shall be used. The nozzle shall be operated at a distance of not less than 4 feet from the surface of the mulch and uniform distribution of the bituminous material shall be 5/93 SP T-908-2 required. A pump or an air compressor of adequate capacity shall be used to insure uniform distribution of the bituminous material. D. If the "Asphalt Mix" method is used, the mulch shall be applied by blowing and the asphalt binder material shall be sprayed into the mulch as it leaves the blower. The binder shall be uniformly applied to the mulch at the rate of approximately 8.0 gallons per 1,000 square feet or as directed by the Engineer, with a minimum of 6.0 gallons and a maximum of 10 gallons per 1,000 square feet depending on the type of mulch and the effectiveness of the binder securing it. 908-5 METHOD OF MEASUREMENT. 908-5.1 No measurement will be made for direct payment of mulching, as the cast of furnishing and installing shall be considered a subsidiary obligation in the completion of the various installations. 908-6 BASIS OF PAYMENT. r908-6.1 No payment will be made separately or directly for this item on any part of the work unless otherwise listed in the various payment items. All mulching will be considered a necessary and incidental part of the work and its cost shall be considered by the Contractor and included in the Contract price for the pay items of work involved. STESTING AND MATERIAL REQUIREMENTS 1 Test and Short Title Material and Short Title None ASTM D 977 - Emulsified Asphalt aEND OF ITEM t 1 5/93 SP T-908-3 C ITEM L-108 INSTALLATION OF UNDERGROUND CABLE FOR AIRPORTS 108-1 DESCRIPTION. 108-1.1 This item shall consist of underground cable furnished and installed in accordance with this specification at the locations and in accordance with the design, dimensions and details shown on the Plans. This item shall include the excavation and backfill of the trench, restoration of surfaces, the installation of cable and counter- poise wire in trench, duct or conduit and the removal of cables in duct and conduit which are abandoned under this project. It shall include splicing, cable marking and testing of the installation and all incidentals necessary to place the cable in operating condition as a completed unit to the satisfaction of the Engineer. IMis item shall not include the installation of the duct or conduit. 108-2 EQUIPMENT AND MATERIALS. 108-2.1 GENERAL. A. Airport lighting equipment and materials covered by Federal Aviation Administration specifications shall have the prior approval of the Federal Aviation Administration, Office of Airports Programs Washington, D.C. 20591 and shall be listed in Advisory Circular 150/5345-1 Approved Airport Lighting Equipment, latest edition. B. All other equipment and materials covered by other referenced specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable specification, when requested by the Engineer. 108-2.2 AIRPORT LIGATING CABLE. Lighting cable, unless otherwise specified, shall be single or multiple conductor, 600 volts or 5000 volts cross linked polyethylene insulation, non -shielded. Multiple conductor cable shall have an overall jacket. Cables shall be suitable for use in Airport lighting and control circuits in conduits, duct, aerial and direct burial applications at conductor temperatures not exceeding 90°C wet or dry. Lighting cable shall meet these or exceed the requirements of Insulated Cable Engineers Association, Ing:., Publication ICEA 5-66-524/NEMA WC/7-1971. Physical and electrical properties of insulation on 600 volt raced cable shall be per Paragraph 3.6 of ICEA and 5000 volt rated cable per Paragraphs 3.7 and 7.6.4 of ICER. Conductors shall be class B stranded annealed uncoated copper per Part 2 of ICER. Cable type, size, number of conductors and service voltage shall be specified in the plans and/or proposal. 108-23 CONTROL CABLE. If control cable is specified, a THWN cable with multi -stranded copper conductors, 300 volt, double jacket, direct burial cable shall be used unless otherwise specified. Cable size and number of conductors shall be as specified in the plans and/or proposal. 108-2.4 COUNTERPOISE WIRE. Bare copper wire for counterpoise installations shall be stranded wire conforming to ASTM Specifications B3 and B8. Where counterpoise conductors are to be installed in soil conditions that would adversely effect bare copper wire, thermoplastic wire conforming to Federal Specification J -C-30, Type TW, 600 volt, shall be used. 12/92 SP L-108-1 I 108-2.5 CABLE CONNECTIONS. In-line connections of underground cables shall be as specified herein. A. The Cast Splice.. A cast splice, employing a plastic mold and using epoxy resin equal to that manufactured by Minnesota Mining and Manufacturing Company, "Scotchcast" Kit No. 82--A, or as manufactured by Hysol Corporation, "Hyseal Epoxy Splice" Kit No. E1135, for potting the splice is approved. This means of splicing is the only type approved for telephone control cable. B. The Vulcanized Splice. A vulcanized splice employing Joy Manufacturing Company's Vulcanizing Kit 1 No. X-1604-8 or equal is approved for field vulcanized splices. The proper molds for various cable sizes shall be used. C. For connection to airfield lighting equipment with factory supplied plug-in connectors, in-line connectors shall be one of the following types: 1. The Field -Attached Plug -In Splice. Figure 14 of specification for L-823, Plug and Receptacle, Cable Connectors, employing connector kits, is approved for field attachment to single conductor cable. 2. The Factory -Molded Plug -In Splice. Specification for L-823, Connectors, Factory -Molded to Individual Conductors, are approved. D. Splices in manholes shall be one of the types specified above as directed by the Engineer. 108-2.6 CONCRETE. Concrete shall meet the requirements of the New York State Department of Transportation Standard Specifications, latest issue, Section 555-2, plus all revisions and addenda pertaining ' thereto, Section 555-2. Unless otherwise shown on the Plans, the concrete shall be Class A, with a maximum permissible slump of 3% inches. Cement shall be Portland Cement Type I or Type II. 108-2.7 BEDDING. Bedding shall be in accordance with the New York State Department of Transportation Standard Specifications Section 703-06 - Cushion Sand unless otherwise noted on the Contract Drawings. 108-3 SUBMITTALS AND CERTIFICATIONS. 108-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: Catalogue Data and Certification showing that Airport lighting cable meets the requirements - specified Catalogue Data and Certification showing that control cable meets the requirements speed Catalogue Data and Certification showing that counterpoise wire meets the requirements specified - Catalogue Data and Certification showing that cable connections meets the requirements specified NYSDOT approved Concrete Mix Design - Certification and gradation sieve analysis showing that bedding meets the requirements specified. 1084 CONSTRUCTION METHODS. 1084.1 GENERAL. The Contractor shall install the specified cable at the approximate locations indicated in the airport lighting layout plans. The Engineer shall indicate specific locations. 1 12/92 SP L-108-2 Cable connections between lights will be permitted only at the light locations for connecting the underground cable to the primary leads of the individual insulating transformers. The Contractor shall be responsible for providing cable in continuous lengths for home runs or other long cable runs without connections, unless otherwise authorized in writing by the Engineer or shown in the plans. 1084.2 INSTALLATION IN DUCT OR CONDUIT. This item includes the installation of the cable in duct or conduit as described below. The maximum number and voltage ratings of cables installed in each single duct or conduit and the current -carrying capacity of each cable shall be in accordance with the latest National Electric Code or the code of the local agency having jurisdiction. The Contractor shall make no connections or joints of any kind in cables installed in conduits or ducts. The duct or conduit shall be installed as a separate item in accordance with Item L-110, "Installation of Airport Underground Electrical Duct". The Contractor shall make sure that the duct is open, continuous and clear of debris before installing cable. The cable shall be installed in a manner to prevent harmful stretching of the conductor, injury to the insulation or damage to the outer protective covering. The ends of all cables shall be sealed with moisture -seal tape before pulling into the conduit and it shall be left sealed until connections are made. Where more than one cable is to be installed in a duct under the same contract, all cable shall be pulled in the duct at the same time. The pulling of a cable through ducts or conduits may be accomplished by hand winch or power winch with the use of cable grips or pulling eyes. Pulling tensions should be governed by recommended standard practices for straight pulls or bends. A lubricant recommended for the type of cable being installed shall be used where pulling lubricant is required. Duct or conduit markers temporarily removed for excavations shall be replaced as required. 1084.3 TRENCHING. Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Paved areas to be trenched shall be saw cut prior to removal of pavement. Trenches for cables may be excavated manually or with mechanical trenching equipment. Walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Road patrols or graders shall not be used to excavate the trench with their blades. The bottom surface of trenches shall be essentially smooth and free from coarse aggregate. Unless otherwise specified, cable trenches shall be excavated to a minimum depth of 18 inches below finished grade, except as follows: A. When off the airport or crossing under a roadway or driveway, the minimum depth shall be 36 inches unless otherwise specified. B. Minimum cable depth when crossing under a railroad track shall be 42 inches unless otherwise specified. C. Low voltage cables shall be placed a minimum of 12 inches from high voltage cables. The Contractor shall excavate all cable trenches to a width not less than 6 inches. The trench shall be widened where more than two cables are to be installed parallel in the same trench. Unless otherwise specified in the plans, all cables of similar voltage, in the same location and running in the same general direction shall be installed in the same trench. When rock excavation is encountered, the rock shall be removed to a depth of at least 3 inches below the , required cable depth and it shall be replaced with bedding material of earth or sand containing no mineral aggregate particles that would be retained on a 1/4 -inch sieve. The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All excavation shall be unclassified. I 12/92 SP L-108-3 1 f 108-4.4 INSTALLATION IN TRENCHES. The Contractor shall not use a cable plow for installing the cable. 11 u il LJ Mechanical cable -laying equipment may be used in conjunction with a trenching machine if specified on project plans and specifications and it should provide for physical inspection of cable prior to backfilling. Sharp bends or kinks in the cable shall not be permitted. Cables shall be unreeled in place alongside or in the trench and shall be carefully placed along the bottom of the trench. The cable shall not be unreeled and pulled into the trench from one end. Where two or more cables of similar voltage are laid parallel in the same trench, they shall be placed laterally a minimum distance of 3 inches apart and the trench shall be widened sufficiently to accomplish this. Cables crossing over each other shall have a minimum of 3 -inch vertical displacement with the topmost cable depth at or below the minimum required depth below finished grade. Not less than one foot of cable slack shall be left on each side of all connections, insulating transformers, light units and at all other points where cable is connected to field equipment. The slack cable shall be placed in the trench in a series of S curves. Additional slack cable shall be left in runway light bases, handholes, manholes, etc., where it is required to bring the cable above ground level to make connections. The amount of slack cable shall be stipulated by the Engineer or as shown in the plans and specifications. 1084.5 BACKFELLING. The first three layers shall be NYSDOT Item 703-06 Cushion Sand. The first layer shall be 3 inches deep, loose measurement and shall not be compacted. The second layer shall be 4 inches deep and the third layer shall be 3 inches deep, loose measurement. The remainder of the backfill shall be excavated or imported material and shall not contain stone or aggregate larger than 4 inches maximum diameter. The fourth and subsequent layers of the backfill shall not exceed 8 inches in maximum depth, loose measurement. The second, and subsequent layers shall be thoroughly tamped and compacted to at least the density of the adjacent undisturbed soil, and to the satisfaction of the engineer. If necessary to obtain the desired compaction, the backfill material shall be moistened or aerated as required. Trenches shall not be excessively wet and shall not contain pools of water during backfill operations. The trench shall be completely backfilled and tamped level with the adjacent surface, except that when sod is to be placed over the trench, the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with proper allowance for settlement. Any excess excavated material shall be removed and disposed of in accordance with instructions issued by the Engineer. 108-4.6 RESTORATION. Where sod has been removed, it shall be replaced as soon as possible after the backfilling is completed. All areas disturbed by the trenching, storing of dirt, cable laying, pad construction and other work shall be restored to its original condition. The restoration shall include any necessary paving, topsoiling, fertilizing, liming, seeding, sodding, sprigging or mulching. All such work shall be performed in accordance with the turfing and paving specifications. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. 108-4.7 CABLE MARKERS. The location of runway light circuits shall be marked by a concrete slab marker, 2 feet square and 4 inches thick, extending approximately 1 inch above the surface. Each cable run from the line of runway lights to the equipment vault shall also be marked at approximately every 200 feet along the cable run, with an additional marker at each change of direction of cable run. All other cable buried directly in the earth shall be marked in the same manner. The Contractor shall not install slab markers where cable lies in straight lines between obstruction light poles which are spaced 300 feet apart or less. 12/92 SP L-108-4 Cable markers shall be installed immediate) above the cable. The Contractor shall impress the word "CABLE" Y P and directional arrows on each cable marking slab. The letters shall be approximately 4 inches high and 3 inches wide, with width of stroke 1/2 inch and 1/4 inch deep. The location of each underground cable connection, except at lighting units or insulating transformers, shall be marked by a concrete marker slab placed above the connection. The Contractor shall impress the word "SPLICE" on each slab. He also shall impress additional circuit identification symbols on each slab if so desired by the Engineer. All circuits in electrical manholes are to be tagged with plastic or nylon tags. Circuit identification numbers should be permanently marked with indelible ink. All direct burial cable shall have identifier tape 3 to 4 inches below finished grade and above the cable; size and , type to be shown on the Plans. 1084.8 SPLICING. Connections of the type as specified, shall be made by experienced personnel regularly engaged in this type of work and shall be made as follows: A. Cast Splices. These shall be made by using crimp connectors for jointing conductors. Molds shall be assembled, and the compound shall be mixed and poured in accordance with manufacturer's instructions and to the satisfaction of the Engineer. B. Vulcanized Splices. These shall be made by using crimp connectors for joining conductors. The splice shall be made, using compounds furnished by the manufacturer, in accordance with his instructions and to the satisfaction of the Engineer. C. Field -Attached Plug -In Splices. These shall be assembled in accordance with manufacturer's ' instructions. These splices shall be made by plugging directly into mating connectors. La all cases, the joint where the connectors come together shall be wrapped with at least one layer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped,extending at least 1-1/2 inches on each side of the joint. Where plug-in splices are used in manholes, they shall be secured by nylon ties to cable supports. Securing shall be made. 6 inches both sides of splice. , D. Factory -Molded Plug -In Splices. These shall be made by plugging directly into mating connectors. In all cases, the joint where the connectors come together shall be wrapped with at least one Mayer of rubber or synthetic rubber tape and one layer of plastic tape, one-half lapped, extending at least 1-1/2 inches on each side of the joint. 108-4.9 BARE COUNTERPOISE WIRE INSTALLATION AND GROUNDING FOR LIGHTNING PROTECTION. If shown on the plans or specified herein, stranded bare copper wire, No. 8 AWG minimum size, shall be installed for lightning protection of the underground cables. The bare counterpoise wire shall be installed in the same trench for the entire length of the insulated cables it is designed to protect. and shall be placed at a vertical distance of approximately 4 inches from the insulated cable. The counterpoise wire shall be securely attached to each light fixture base or mounting stake. The counterpoise wire shall also be securely attached to copper or copper -clad ground rods installed not more than 1,000 feet apart around the entire circuit. The ground rods shall be of the length and diameter specified in the Plans, but in no case shall they be less than 8 feet long nor less than 5/8 inch in diameter. The counterpoise system shall terminate at the electrical building or at the power source. It shall be securely ' attached to the electrical building or equipment grounding system. The connections shall be made as shown in the project plans and specifications. 12/92 SP L-108-5 1084.10 RECORD DRAWINGS. The Contractor shall submit to the Engineer at the completion of the project, detailed, dimensioned as -built records and wiring diagrams of the circuitry installed under this contract, prior to payment of the final estimate. 108-5 METHOD OF MEASUREMENT. 108-5.1 The quantity of trenches to be paid for shall be the number of linear feet of each type of trench, including excavation, backfill and restoration (when required), completed, measured as excavated, and accepted as satisfactory. All trench areas shall be restored to their original condition. 108-5.2 The footage of cable or counterpoise wire installed in trench, duct or conduit to be paid for shall be the number of linear feet of cable or counterpoise wire installed, measured along the centerline of the trench, dud or conduit between light units or structures, completed, ready for operation and accepted as satisfactory. No measurement will be made for cable slack in trenches, ducts or conduit or at light units. Separate measurement shall be made for each cable or counterpoise wire installed. 108-6 BASIS OF PAYMENT. 108-6.1 Payment will be made at the contract unit price for trenching, cable and bare counterpoise wire installed in trench or dud in place by the Contractor and accepted by the Engineer. No direct payment will be made for cable slack installed in trench, conduit, ducts or light bases. This price shall be full compensation for furnishing all materials and for all preparation and installation of these materials, and for all labor, equipment, tools and incidentals necessary to complete this item. Payment will be made under: Item L-108-6.1 - Cable Trenching for the Installation of Underground Cable - Per Linear Foot Item L-108-6.1 - No. 8 AWG, SKV, Type C Single Conductor Underground Cable Installed in Trench or Duct - Per Linear Foot Item 1408-6.1 - No. 8 AWG, 600V, Type C Single Conductor Underground Cable Installed in Trench or Duct - Per Linear Foot Item L-108-6.1 - No. 8 AWG, Bare Copper Counterpoise Wire Installed in Trench Including Ground Rods and Exothermic Connections - Per Linear Foot FAA SPECIFICATIONS REFERENCED IN ITEM L-108 Number Title AC 150/5345-26A Specification for L-823 Plug and Receptacle Cable Connectors 12/92 SP L-108-6 FEDERAL SPECIFICATIONS REFERENCED IN ITEM L-108 Number Title J -C-30 Cable and Wire, Electrical Power, Fixed Installation HH -I-595 Insulation Tape, Electrical Pressure -Sensitive Adhesive, Plastic, for Low -Temperature Application ASTM SPECIFICATIONS REFERENCED IN ITEM L-108 Number Title B-3 Soft or Annealed Copper Wire B-8 Concentric -Lay -Stranded Copper Conductor, Hard, Medium -]Hard or Soft MILITARY SPECIFICATIONS REFERENCED IN ITEM L-108 Number Title MI9,I-3825 Insulation Tape, Electrical, Self -Fusing, for Useni Electronics, Communications, and Allied Equipment NHL -I-24391 Insulation Tape, Electrical, Pressure -Sensitive, Plastic END OF ITEM 12/92 SP L-108-7 ITEM L-110 INSTALLATION OF AIRPORT UNDERGROUND ELECTRICAL DUCT 110-1 DESCRIPTION. 110-1.1 This item shall consist of underground electrical ducts or conduit installed in accordance with this Specification at the locations and in accordance with the dimensions, designs and details shown in the Plans. This item shall include the installation of all underground electrical ducts or underground conduits. It shall also include ' all excavation, trenching, sheeting, bracing, dewatering, backfilling, concrete encasement, mandrelling, installation of drag lines, duct markers, capping and the testing of the installation as a completed duct system ready for installation of cables, to the satisfaction of the Engineer. This item shall include removal of existing conduit and duct banks. This item shall also include removal of pavement and turf, restoration of pavements and turf and any special backfill required. 110-2 EQUIPMENT AND MATERIALS. 110-2.1 GENERAL All equipment and materials covered by referenced Specifications shall be subject to acceptance through manufacturer's certification of compliance with the applicable Specification when so requested by the Engineer. 110-2.2 CONCRETE. Concrete shall meet the requirements of the New York State Department of Transportation Standard Specifications, latest issue, Section 555-2, plus all revisions and addenda pertaining thereto. Unless otherwise shown on the Plans, the concrete shall be Class A, with a maximum permissible slump of 31k inches. Cement shall be Portland cement Type I or Type H. 110-2.3 REINFORCING STEEL All reinforcing steel shall be deformed bars of new billet steel meeting the requirements of ASTM A615, Grade 60. 110-2.4 SIM. CONDUIT. Threaded rigid steel conduit and fittings shall conform to the requirements of American National Standards Institute, Inc., ANSI C80.1 or Underwriters Laboratories, Inc., UL -6. 110-2.5 FLE MLE CONDUIT. Flexible conduit shall be Amer -lite JIC Type or approved equal. Flexible conduit shall be liquid tight and have the same inside diameter as the rigid conduit. 110-2.6 PLASTIC CONDUIT. Plastic conduit and fittings shall conform to the requirements of Federal ' Specification W -C-1094 and shall be one of the following, as specified in the proposal: A. Type I. Suitable for underground use when encased in concrete; Type A - Thin Wall Rigid PVC Conduit as manufactured by Carlon or approved equal. B. Type 11. Suitable for either above ground or underground use, with or without concrete encasement; Type 40 - Heavy Wall Rigid PVC Conduit as manufactured by Carlon or approved equal. 110-2.7 FITTINGS. Conduit fittings shall provide liquid tight connections. Fittings inside diameter shall be the same as the rigid conduit. I 12/92 SP 11110-1 I� 110-2.8 BAC%FILI_ Backfill shall be suitable on-site material obtained from the trench excavation, unless otherwise shown on the Contract Drawings. Backfill around conduits shall be Cushion Sand meeting the requirements of the New York State Department of Transportation Standard Specifications, latest issue, Section 703- 06, plus all revisions and addenda pertaining thereto. No separate measurement for payment shall be made for backfill. Backfill shall be considered necessary and incidental to the work of this item and the costs shall be included in the various pay items involved. 110-2.9 LINING. Lining, if required, shall be as specified on the plans. 110-3 SUBMITTALS AND CERTIFICATIONS. 110-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: - NYSDOT approved Concrete Mix Design - Certification that Reinforcing Steel meets the requirements specified - Catalogue Data and Certification showing that Steel Conduit meets the requirements specified - Catalogue Data and Certification showing that flexible conduit meets the requirements specified - Catalogue Data and Certification showing that plastic conduit meets the requirements specified - Gradation sieve analysis and certification showing that Cushion Sand meets the requirements specified - Detailed, dimensioned, to scale sketch of the duct bank. 110-4 CONSTRUCTION METHODS. 110-4.1 GENERAL. The Contractor shall install underground ducts and conduits at the approa:imate locations shown on the Contract Drawings. The Engineer shall indicate specific locations as the work progresses. Ducts shall be of the size, material and type indicated in the Plans or Specifications. All duct lines shall be laid so as to grade toward handholes, manholes and duct ends for drainage. Grades shall be at least 3 inches per 100 feet. On runs where it is not practicable to maintain the grade all one way, . the duct lines shall be graded from the center in both directions toward manholes, handholes or duct ends. Pockets or traps where moisture may accumulate shall not be permitted. The Contractor shall mandrel each duct. An iron -shod mandrel, not more than 1/4 -inch smaller than the bore of the duct, shall be pushed through each duct by means of jointed conduit rods. The mandrel shall have a leather or rubber gasket slightly larger than the duct hole. All ducts installed shall be provided with a nylon drag line having a minimum strength of 1,000 pounds for pulling the permanent wiring. Sufficient length shall be left in manholes or handholes to tie off the drag line to prevent it from slipping back into the duct. Where spare ducts are installed, as indicated on the Plans, the open ends shall be plugged with removable tapered plugs, designed by the duct manufacturers, or with hardwood plugs conforming accurately to the shape of the duct and having the larger end of the plug at least 1/4 -inch greater in diameter than the duct. All ducts shall be securely fastened in place during construction and progress of the work and shall be plugged to prevent seepage of grout, water or dirt. Any duct section having a defective joint shall not be installed. All ducts, except steel conduit, installed under runways, taxiways, aprons and other paved areas shall be encased in a concrete envelope as indicated on the Plans. Where turf is well established and the sod can be removed, it shall be carefully stripped and properly stored. Existing paved areas to be trenched shall be saw cut prior to removal of pavement. 12/92 SP L-110-2 Trenches for ducts may be excavated manually or with mechanical trenching equipment. If the trench depth and soil conditions permit, walls of trenches shall be essentially vertical so that a minimum of shoulder surface is disturbed. Blades of road patrols or graders shall not be used to excavate the trench. The Contractor shall ascertain the type of soil or rock to be excavated before bidding. All excavation shall be included in the unit price of the duct. Removal of conduits and duct banks shown on the Contract Drawings shall be considered necessary and incidental to the work of this item. Conduits and duct banks encountered which are not shown on the plans and which interfere with the proposed work shall be removed by the Contractor and the costs shall be considered incidental to the work of this item. ' 1104.2 EXCAVATION. Excavation shall consist of removal of all material, regardless of its nature, and the disposal of all such material as directed by the Engineer. No separate measurement for payment shall be made for excavation. Excavation shall be considered necessary and incidental to the work of this item. A. The Contractor shall excavate for underground electrical duct to the lines and grades shown on the Contract Drawings. Excavation shall be of sufficient size to permit placing of the full width and length of the underground electrical duct shown. The Engineer may order, in writing, changes in dimensions or elevations.of footings necessary to secure a satisfactory foundation. B. After each excavation is completed, the Contractor shall notify the Engineer to that effect and the duct shall be constructed after the Engineer has approved the depth of the excavation and the character of the foundation material. C. Boulders, logs or any other objectionable material encountered in excavation shall be removed. All rock ' or other hard foundation material shall be cleaned of all loose material and cut to a firm surface either level, stepped or serrated, as directed by the Engineer. All seams or crevices shall be cleaned out and grouted. All loose and disintegrated rock and thin strata shall be removed. When concrete is to rest on a surface other than rock, special care shall be taken not to disturb the original foundation. D. The Contractor shall do all bracing, sheeting or shoring necessary to implement and protect the excavation and the structure as required for safety or conformance to governing laws. The cost of bracing, sheeting or shoring shall be included in the unit price bid for the duct. All trench bracing, sheeting and shoring shall be in accordance with the requirements of the General Provisions section for "Sheeting and Bracing". E. Dewatering shall be performed in accordance with the requirements of the General Provisions section for "Removal of Water". F. Unless otherwise directed, bracing, sheeting and shoring used in the construction of this item shall be ' removed by the Contractor after the completion of the duct. Removal shall be made in a manner which will not disturb or mar finished masonry. The cost of removal shall be included in the unit price bid for the duct. 1104.3 DUCTS ENCASED IN CONCRETE. Unless otherwise shown in the Plans, concrete -encased ducts shall be installed so that the top of the concrete envelope is not less than 18 inches below the finished subgrade where ' installed under runways, taxiways, aprons or other paved areas, and not less than 18 inches below finished grade where installed in unpaved areas. Trenches for concrete- encased ducts shall be opened the complete length before concrete is laid so that if any obstructions are encountered, proper provisions can be made to avoid them. All ducts for concrete encasement shall be placed on a layer of concrete not less than 41k inches thick prior to its initial set. ' 12/92 SP L-110-3 1 I Where two or more ducts are encased in concrete, the Contractor shall space them not less than 2 inches apart (measured from outside wall to outside wall) using spacers applicable to the type of duct. As the duct laying progresses, concrete not less than 41k inches thick shall be placed around the sides and top of the duct bank. End bells or couplings shall be installed flush with the concrete encasement where required. When specified or shown, the Contractor shall reinforce the bottom side and top of encasements with steel reinforcing mesh or fabric or other approved metal reinforcement. When directed, the Contractor shall supply additional supports where the soil bearing capacity is inadequate, where ducts cross under roadways or where otherwise shown on the Plans. Under such conditions, the complete duct structure shall be supported on reinforced concrete footings, piers or piles located at approximately 5 -foot intervals. 110-4.4 DUCTS WITHOUT CONCRETE ENCASEMENT. Trenches for single -duct lines shall be not less than 6 inches nor more than 12 inches wide, and the trench for 2 or more ducts installed at the same level shall be , proportionately wider. Trench bottoms for ducts without concrete encasement shall be made to conform accurately to grade so as to provide uniform support for the duct along its entire length. A layer of fine earth material, at least 4 inches thick (loose measurement) shall be placed in the bottom of the trench as bedding for the duct. The bedding material shall consist of sand or acceptable other fine fill, and it shall contain no particles that would be retained on a 1/4 -inch sieve. The bedding material shall be tamped until firm. Unless otherwise shown in the Plans, ducts for direct burial shall be installed so that the tops of all ducts are at least 18 inches below finished grade. When two or more ducts are installed in the same trench without concrete encasement, they shall Im spaced not less than 2 inches apart (measured from outside wall to outside wall) in a horizontal direction and not less than 6 inches apart in a vertical direction. , Trenches shall be opened the complete length before the duct is installed so that if any obstructions are encountered proper provisions can be made to avoid them. 110-4.5 DUCT MARKERS. The location of the ends of all ducts shall be marked by a concrete slab marker 2 feet square and 4 inches thick extending approximately 1 inch above the surface. The markers shall be located above the ends of all ducts or duct banks, except where ducts terminate in a handhole, manhole or building. The Contractor shall impress the word "DUCT" on each marker slab. He shall also impress on the ,slab the number and size of ducts beneath the marker. The letters shall be 4 inches high and 3 inches wide with widl:h of stroke 1/2 - inch and 1/4 -inch deep or as large as the available space permits. 110-4.6 BACKFILLING. Backfill shall not be placed against any concrete encased ducts until permission is given by the Engineer. Such permission shall not be given until the concrete has been in place seven days, or until tests made by the laboratory under supervision of the Engineer establish that the concrete has attained sufficient strength to provide a factor of safety against damage of strain in withstanding any pressure created by the backfill or the methods used in placing it. The trench shall be backfilled in accordance with the requirements of Item P-152, Excavation and Embankment, with material not larger than 4 inches in diameter and thoroughly tamped and ' compacted. Trenches shall not be excessively wet and shall not contain pools of water during backfilling operations. ' The trench shall be completely backfilled and tamped level with the adjacent surface, except that when sod is to be placed over the trench the backfilling shall be stopped at a depth equal to the thickness of the sod to be used, with ' proper allowance for settlement. 12/92 SP L-110-4 I For ducts without concrete envelope, 8 inches of sand, or other acceptable fine fill (loose measurement) shall be placed around the ducts and carefully tamped around and over them with hand tampers. The remaining trench may be filled with excavated material and thoroughly tamped as specified above. 110-4.7 RESTORATION. Restoration of surfaces, sod or pavement, shall be performed in accordance with the details of the Contract Drawings. All areas disturbed by the trenching, storing of dirt, cable laying, pad construction and other work, shall be restored to its original condition. No separate measurement for payment shall be made for restoration. Restoration shall include any necessary topsoiling, fertilizing, liming, seeding, sprigging or mulching, surface, base and subbase courses, and special backfill. The Contractor shall be held responsible for maintaining all disturbed surfaces and replacements until final acceptance. Restoration shall be considered necessary and incidental to the work of this item and the costs shall be included in the various pay items involved. ' 110-5 ACMOD OF . 110-5.1 The quantity of underground duct or conduit to be paid for under this item shall be the number of linear feet of duct installed, measured in place, from end or outside face of structure to end or outside face of structure, including all required excavation and backfill, completed and accepted. Separate measurement shall be made for the various types and sizes. 110 BASIS OF PAYMENT. 110-6.1 Payment will be made at the Contract unit price for each type and size of single -way or multi -way duct ' or conduit completed and accepted. This price shall be full compensation for furnishing all materials and for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools and incidentals necessary to complete this item. ' Payment will be under: Item L-110-6.1- 2 -Inch Diameter Rigid Steel Conduit - per linear foot TESTING REQUIREMENTS ' None MATERIAL REQUIltE11�NTS Number Title ' W -C-571 Conduit and Fittings, Nonmetal, rigid; (Asbestos -Cement or Fire -Clay Cement), (for Electrical Purposes). ' W -C-575 Conduit and Fittings; Nonmetallic, Rigid, Bituminized Fiber; Laminated Wall. W -C-1094 Conduit and Fittings; Nonmetallic, Rigid, (Plastic). ' ANSI C80.1 Standard for Rigid Steel Conduit - Zinc Coated. UL -6 Standard for Intermediate Metal Conduit. ' END OF ITEM ' 12/92 SP L-110-5 i' ITEM L-125 INSTALLATION OF AIRPORT LIGHTING AND NAVIGATIONAL SYSTEMS 125-1 DESCRIPTION. 125-1.1 This item shall consist of airport lighting and navigational systems furnished and installed in accordance with this Specification, the referenced Specification and the applicable Advisory Circulars. This item shall also include the removal, modification, or relocation of existing lighting and navigational systems. The systems shall be installed at the location and in accordance with the dimensions, design, and details shown in ithe Plans. This item shall include all excavation, backfilling, and restoration of surfaces and the furnishing of all equipment, materials, services, and incidentals necessary to place the systems in operation as completed units to the satisfaction of the Engineer. 125-1.2 Additional details pertaining to a specific system covered in this item are contained in the Advisory Circulars listed in paragraphs 125-13 through 125-1.7. 125-1.3 AC 150/5340-4, Installation Details for Runway Centerline and Touchdown Zone Lighting Systems. 125-1.4 AC 150/5340-14, Economy Approach Lighting Aids. 125-1.5 AC 150/5340-18, Taxiway Guidance Sign System. 125-1.6 AC 150/5340-21, Airport Miscellaneous Lighting Visual Aids. 125-1.7 AC 150/5340-24, Runway and Taxiway Edge Lighting System. 125-2 EQUIPMENT AND MATERIALS. 125-2.1 GENERAL. A. Airport lighting equipment and materials covered by Federal Aviation Administration Specifications shall have the prior approval of the Federal Aviation Administration, Airports Service, Washington, D.C. 20591 and shall be listed in Advisory Circular 150/5345-1, Approved Airport Lighting Equipment, latest edition. B. All other equipment and materials covered by other referenced Specifications shall be subject to acceptance through the manufacturer's certification of compliance with the applicable Specifications. C. Lists of the equipment and materials required for a particular system are contained in the applicable Advisory Circulars. 125-2.2 TAPE. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88, respectively, as manufactured by the Minnesota Mining and Manufacturing Company, or an approved equal. 125-2.3 CONCRETE. Concrete shall meet the requirements of the New York State Department of Transportation Standard Specifications, latest issue, Section 555-2, plus all revisions and addenda pertaining thereto. Unless otherwise shown on the Plans, the concrete shall be Class A, with a maximum permissible slump of 3% inches. Cement shall be Portland cement Type I or Type H. 1 125-2.4 CONDUIT. Rigid steel conduit and fittings shall conform to the requirements of ANSI Standard C80.1 ' or Underwriters Laboratories, Inc., UL -6. Conduit and fittings shall be hot dipped galvanized or sherardized inside and out. Conduit and fittings shall be threaded. 125-25 POWER ADAPTER. Power adapters for navigational systems shall operate on an input of 2.8 to 6.6 amps, 60 Hz with an output of 120/240 VAC ±3% over entire input range. Maximum power output shall be 670 VA. Adapter shall be of water tight construction for direct earth burial. ' 125-2.6 TEES. Large radius bend tees, if specified, shall be equal to Crouse -Hinds Company No. ET- 43. 125-3 SUBMIITAIS AND CERTIFICATIONS. ' 125-3.1 Submittals of "Shop and Setting Drawings", "Working Drawings", "Catalogue Data" and "Certifications" for review shall be submitted in accordance with appropriate sections of the General Provisions. Submittals and Certifications required are as follows: - Catalogue Data and certification that each type of Airport lighting equipment meets the requirements specified - Catalogue Data and certification that other equipment meets the requirements specified Catalogue Data for tape - NYSDOT Approved Concrete Mix Design - Catalogue Data and certification showing that conduit meets the requirements specified Catalogue Data for large radius bend tees Catalogue Data for padlocks. 125-4 CONSTRUCTION METHODS. 1254.1 GENERAL. The installation and testing details for the systems shall be as specified in the applicable Advisory Circulars and as shown on the Plans or directed by the Engineer. ' 12542 EXCAVATION. All excavation shall be considered unclassified excavation. Unclassified excavation shall consist of the excavation of all material, regardless of its nature and the disposal of all such material as directed 1 by the Engineer. A. The Contractor shall do all excavation for airport lighting and navigational system installations to the ' lines and grades or elevations shown on the Plans or as directed by the Engineer. The excavation shall be of sufficient size to permit the placing of the airport lighting or navigational system. B. Boulders, logs or any other objectionable material encountered in excavation shall be removed. All rock ' or other hard foundation material shall be cleaned of all loose material and cut to a firm surface either level, stepped or serrated, as directed by the Engineer. All seams or crevices shall be cleaned out and grouted. All loose and disintegrated rock and thin strata shall be removed. When concrete is to rest on a surface other than rock, special care shall be taken not to disturb the bottom of the excavation and excavation to final grade shall not be made until just before the concrete or reinforcing is to be placed. 1 C. The Contractor shall do all bracing, sheeting or shoring necessary to implement and protect the excavation and the structure as required for safety or conformance to governing laws. The cost of bracing, sheeting or shoring shall be included in the unit price bid for the structure. All trench bracing, sheeting and shoring shall be in accordance with the Sheeting and Bracing section of the General 1 Provisions. D. Unless otherwise provided, bracing, sheeting and shoring involved in the construction of this item shall 12/92 SP L-125-2 11 be removed by the contractor after the completion of the structure. Removal shall be effected in a , manner which will not disturb or mar finished masonry. The cost of removal shall be included in the unit bid for that item. ' 12543 BACKFILLING. Backfilling around structures shall not be commenced until directed by the Engineer. Backfill evenly and simultaneously on both sides of foundation walls in 6 -inch lifts. All structures shall be backfilled to the lines and grades shown on the Plans, or as required for proper operation of the lighting or navigation system and as directed by the Engineer. If the previously excavated material is unsuitable for backfill, or if additional suitable fill is required for backfill, the Contractor shall provide suitable backfill. All borrow materials shall be approved in advance by the Engineer. No direct payment will be made for borrow material , or its placement. 1254.4 PLACING LIGHTS, SIGNS AND NAVIGATIONAL SYSTEM. The lighting or navigational systems shall be installed at the approximate location indicated in the Plans. The exact location shall be as directed by the Engineer. The lighting or navigational systems shall be installed in accordance with the Plans and the manufacturer's recommendations. ' 1254.5 INSTALLATION OF CABLES. Excavation for trenches, backfilling and furnishing and installation of cables shall be performed in accordance with Item L-108. 1254.6 SPOIL MATERIAL. All excess electrical equipment which can be salvaged shall be turned over to the owner. The equipment shall be stockpiled at a location designated by the owner in proper working condition. All other materials shall be spoiled on airport property at a location designated by the owner. ' 125-5 METHOD OF MEASUREMENT. 125-5.1 The quantity of lights, signs, and navigational system to be paid for under this item shall be the number of each type installed as completed units in place, ready for operation and accepted by the Engineer. 125-5.2 The quantity of removal, modification or relocation of existing lights, signs or navigational system to be paid for under this item shall be the number of each type completely removed, modified or relomted, including relocation of step down transformer, enclosure, control bar and construction of a new fowadation (where applicable) and appurtenances and reinstated as completed units, in place, ready for operation, as shown on the , Contract Drawings. 125-6 BASIS OF PAYMENT. 125-6.1 Payment will be made at the Contract unit price for each complete light, sign, or navigational system installed in place by the Contractor and accepted by the Engineer. This price shall be full compensation for all excavation and backfilling, furnishing all materials and for all preparation, assembly and installation of these , materials and for all labor, equipment, tools and incidentals necessary to complete this item. 125-6.2 Payment will be made at the Contract unit price for each light, sign or navigational system and completely removed, modified or relocated and accepted by the Engineer. This price shall be full compensation for all excavation and backfilling, furnishing all materials and for all preparation disassembly, reassembly, realignment and installation of these materials and for all labor, equipment, tools and incidentals necessary to complete this item. ' Payment will be made under: Item L-125-6.1 - Guidance Sign, 4 Characters, Base Mounted, In -Place - Per Each ' Item L-125-6.2 - Modification of Existing Runway Threshold Lights - Per Each 12/92 SP L-125-3 I 1 i 1 i 1 1 1 1 1 i 1 1 1 1 1 1 1 1 FEDERAL SPECIFICATION REFERENCED IN ITEM L-125 Number Title WW -C-581 Conduit, Metal Rigid; and Coupling, Elbow; and Nipple, Electrical Conduit: Zinc - coated. FAA SPECIFICATIONS REFERENCED IN ITEM L-125 Number Title AC 150/5340-4 Installation Details for Centerline and Touchdown Zone Lighting Systems. AC 150/5340-14 Economy Approach Lighting Aids. AC 150/5340-18 Taxiway Guidance Sign System. AC 150/5340-24 Runway and Taxiway Edge Lighting System. AC 150/5345-1 Approved Airport Lighting Equipment. AC 150/5345-42 FAA Specification L-857, Airport Light Bases, Transformer Housing and Junction Boxes. AC IM/5345-44 Specification for Taxiway and Runway Signs. END OF ITEM 12/92 SP L-125-4 ITEM M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 100-1 DESCRIPTION 100-1.1 GENERAL. This work shall consist of maintaining aircraft and vehicular traffic and protecting the public from damage to person and property within the limits of and for the duration of the Contract. The requirements of Section 619, as specified in the New York State Department of Transportation Standard Specifications latest issue, plus all revisions and addenda pertaining thereto, shall apply with the following modifications and/or revisions as described below. The following additional items are specifically included without limiting the generality implied by these Specifications and the Contract Drawings. - Restoration of all surfaces disturbed as a result of the Contractor's Operations. - Installation, maintenance and removal of temporary access roads and maintenance and repair of existing access roads. - Installation, maintenance and removal of temporary security fencing and gates. - Installation, maintenance and removal of temporary barricades, warning signs and hazard markings. - Installation of permanent barricades, warning signs and hazard markings. - Installation, maintenance and removal of temporary lights and lighting circuits. - Installation, maintenance and removal of all temporary markings. - Testing and maintenance of existing and new lighting circuitry. - Installation, maintenance and removal of barricade lights. - Cleaning and maintenance of all paved areas. - Security requirements. - Remove existing pull boxes adjacent to Runway 7 end. - Removal of existing conduit and cable adjacent to Runway 7 end. - Realign and bury existing REIL foundation adjacent to Runway 7 end with onsite granular material. - Bury existing single obstruction light conduit adjacent to Runway 30 end with onsite granular material. 12/92 SP M-100-1 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 100-2 METHOD OF MEASUREMENT. 100-2.1 Payment for maintenance and protection of traffic will be made on a lump sum basis. The lump sum shall include all items required to satisfy this Specification. 100-3 BASIS OF PAYMENT. 100-3.1 The lump sum price bid for maintenance and protection of traffic shall include all equipments, materials and labor necessary to adequately and safely maintain and protect traffic. In the event the contract completion date is extended, no additional payment will be made for maintenance and protection of traffic. Progress payments will be made for this item in proportion to the total amount of contract work completed, less any deductions for unsatisfactory maintenance and protection of traffic. No payment will be made under maintenance and protection of traffic for each calendar day during which there are substantial deficiencies in compliance with the Specification requirements of any subsection of this Section as determined by the Engineer. The amount of such calendar day non-payment will be determined by dividing the lump sum amount bid for maintenance and protection of traffic by the number of calendar days between the date the Contractor commences work and the date of completion as designated in this proposal, without regard to any extension of time. If the Contractor fails to maintain and protect traffic adequately and safely for a period of 24 hours, the Owner shall correct the adverse conditions by any means it deems appropriate and shall deduct the cost of the corrective work from any monies due the Contractor. The cost of this work shall be in addition to the liquidated damages and non-payment for maintenance and protection of traffic listed above. However, where major nonconformance with the requirements of this Specification is noted by the Engineer and prompt Contractor compliance is deemed not to be obtainable, all contract work may be stopped by direct order of the Engineer regardless of whether corrections are made by the Owner as stated in the paragraph above. Payment will be made under: Item M-100-3.1 - Maintenance and Protection of Traffic - Lump Sum END OF ITEM SP M-100-2 ITEM M-150 PROJECT SURVEY AND STAKEOUT 150-1 DESCRIPTION. 150-1.1 Under this item, the Contractor shall do all necessary surveying required to construct all elements of the Project as shown on the Contract Drawings and specified in the Proposal and Specifications. This shall include but not be limited to stakeout, layout and elevations for pavements, structures, forms, pile layouts and appurtenances as shown and required, consistent with the current practices and shall be performed by competently qualified personnel acceptable to the Engineer. The stakeout survey shall proceed immediately following the award of the Contract and shall be expeditiously progressed to completion in a m,,miner and at a rate satisfactory to the Engineer. The Contractor shall keep the Engineer fully informed as to the progress of the stakeout survey. All survey work shall be provided under the direction of a licensed land surveyor. 150-2 MATERIALS. 150-2.1 All instruments, equipment, stakes and any other material necessary to perform the work satisfactorily shall be provided by the Contractor. All stakes used shall be of a type approved by the Engineer. It shall be the Contractor's responsibility to maintain these stakes in their proper position and location at all times. 150-3 CONSTRUCTION DETAILS. 150-3.1 The Contractor shall trim trees, brush and other interfering objects, not inconsistent with the Contract Drawings, from survey lines in advance of all survey work to permit accurate and unimpeded work by his stakeout survey crews and the Engineer's cross- section survey crews. The exact position of all work shall be established from control points, baseline transit points or other points of similar nature which are shown on the Contract Drawings and/or modified by the Engineer. Any error, apparent discrepancy or absence in or of data shown or required for accurately accomplishing the stakeout survey shall be referred to the Engineer for interpretation or furnishing when such is observed or required. The Contractor shall place two offset stakes or references at each centerline station and at such intermediate locations as the Engineer may direct. From computations and measurements made by the Contractor, these stakes shall be clearly and legibly marked with the correct centerline station number, offset and cut or fill so as to permit the establishment of the exact centerline location and elevation during construction. If markings become faded or blurred for any reason, the markings shall be restored by the Contractor and at the request of the Engineer. He shall locate and place all cut, fill, slope, fine grade or other stakes and points, as the Engineer may direct, for the proper progress of the work. All control points shall be properly guarded and flagged for easy identification. Drainage structures shall be staked out by the Contractor at the locations and elevations shown on the Contract Drawings or specified by the Engineer. Reference points, baselines, stakes and benchmarks for borrow pits shall be established by the Contractor. Permanent survey marker locations shall be established and referenced by the Contractor. 1 1 1 7 Li 12/92 SP M-150-1 I 1 The Contractor shall be responsible for the accuracy of his work and shall maintain all reference points, stakes, etc., throughout the life of the Contract. Damaged or destroyed points, benchmarks or stakes, or any reference points made inaccessible by the progress of the construction, shall be replaced or transferred by the Contractor. Any of the above points which may be destroyed or damaged shall be transferred by the Contractor before they are damaged or destroyed. All control points shall be referenced by ties to acceptable objects and recorded. Any alterations or revisions in the ties shall be so noted and the information furnished to the Engineer immediately. All stakeout survey work shall be referenced to the centerlines shown on the Contract Drawings. All computations necessary to establish the exact position of the work from control points shall be made and pre- served by the Contractor. All computations, survey notes and other records necessary to accomplish the work, shall be neatly made. Such computations, survey notes and other records shall be made available to the Engineer upon request and shall become the property of the Owner and delivered to the Engineer not later than the date of acceptance of the Contract. The Engineer may check all or any portion of the stakeout survey work or notes made by the Contractor. Any ' necessary correction to the work shall be made immediately by the Contractor. Such checking by the Engineer shall not relieve the Contractor of any responsibilities for the accuracy or completeness of his work. Prior to the final cross-section survey of the Project by the Engineer, the Contractor shall reestablish centerline or baseline points and stationing as required by the Engineer. Prior to the fmal cross-section survey of any borrow pits by the Engineer, the Contractor shall reestablish baseline points and stationing, as well as any necessary benchmarks as required by the Engineer. The Contractor will not be required or permitted to take the preconstruction or final cross-sections that are used for payment purposes. During the progress of the construction work, the Contractor will be required to furnish all of the surveying and stakeout incidental to the proper location by line and grade for each phase of the work. For paving and any ' other operation requiring extreme accuracy, the Contractor will restake with pins or other acceptable hubs located directly adjacent to the work at a spacing directed by the Engineer. Any existing stakes, iron pins, survey monuments or other markers defining property lines which may be disturbed during construction shall be properly tied into fixed reference points before being disturbed and accurately reset in their proper position upon completion of the work. Just prior to completion of the Contract, the Contractor shall reestablish, if necessary, and retie all control points as permanently as possible and to the satisfaction of the Engineer. 1503 METHOD OF MEASUREMENT. 150-4.1 Payment will be made at the lump sum price bid for this item. 150-5 BASIS OF PAYMENT. 150-5.1 The lump sum price bid shall include the cost of furnishing all labor, equipment, instruments and all I other material necessary to satisfactorily complete the Project surveying and stakeout. Partial payments may be made at the discretion of the Engineer as the work progresses. 1 12/92 SP M-150-2 1 Payment will be made under: Item M-150- 5.1 - Project Survey and Stakeout - Lump Sum END OF ITEM 12/92 SP M-150-3 1 J t 1 ITEM M-200 MOBILIZATION 200-1 DESCRIPTION. 200-1.1 Under this work the Contractor shall set up his necessary general plant, including shops, storage areas, office and such sanitary and other facilities as are required by local or state law or regulation. 200-2 MATERIALS. 200-2.1 Such materials as are required for mobilization and that are not to be a part of the completed contract shall be as determined by the Contractor, except that they shall conform to all pertinent local or state law, regulation or code. 200-3 CONSTRUCTION DETAILS. 200-3.1 The work required to provide the above facilities and services for mobilization shall be done in a safe and workmanlike manner and shall conform with any pertinent local or state law, regulation or code. Good housekeeping consistent with safety shall be maintained. 200-4 METHOD OF MEASUREMENT. 200-4.1 Payment for mobilization will be made on a lump sum basis. 200-5 BASIS OF PAYMENT. 200-5.1 THE AMOUNT BID FOR MOBILIZATION FOR THE BASE BID SHALL NOT EXCEED FOUR PERCENT (4%) OF THE BASE BID PRICE, EXCLUDING THE BID PRICE FOR MOBILIZATION. THE AMOUNT BID FOR MOBILIZATION FOR ALTERNATES, OR ALTERNATE ADD-ONS, WHERE A MOBILIZATION ITEM IS LISTED, SHALL NOT EXCEED FOUR PERCENT (4%) OF THE TOTAL BID PRICE FOR THAT ALTERNATE, OR THAT ALTERNATE ADD-ON, EXCLUDING THAT ALTERNATE'S BID PRICE FOR MOBILIZATION. SHOULD THE BIDDER EXCEED THE FORE- GOING FOUR PERCENT (4%), THE ENGINEER WILL MAKE THE NECESSARY ADJUSTMENT TO DETERMINE THE TOTAL AMOUNT BID BASED ON THE ARITHMETICALLY CORRECT PROPOSAL. The amount bid shall include the furnishing and maintaining of services and facilities noted under 100-1, Description, to the extent and at the time the Contractor deems them necessary for his operations, consistent with the requirements of this work and the respective contract. The amount bid shall be payable to the Contractor whenever he shall have completed ten (10%) percent of the 1 contract work. For the purposes of this item, 10% of the work shall be considered completed when the total of payments earned, as reflected by estimates of work done, not including the amount bid for this work, shall exceed 10% of the total amount of the Contractor's bid for this contract. ' Unless provided for elsewhere, the cost of required insurance and bonds and/or any initiation of the contract work may be included in this work. 12/92 SP M-200-1 11 Payment will be made under: Item M-200-5.1 - Mobilization - Lump Sum END OF ITEM 12/92 SP M-200-2 To: Mr. Scott L. Harris Town Supervisor Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 cis Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Fishers Island Airport Runway 7-25 & 12-30 Overlay File: 211.006 Date: 09 -Sep -93 Enclosed please find the following: - A copy of the proposed DBE plan for the above referenced project. $n J,old Tn,.,,r. rior!, Remarks: If you have any questions or need additional information, please do not hesitate to contact us. Enclosures cc: Mr. R. Philip Knauff C&S ENGINEERS, INC. & " - &J"� Bruce W. Clark Project Engineer IMBOURGEOIS & SHAW, INC. GENERAL CONTRACTORS C & S Engineers, Inc. 1020 Seventh North Street Liverpool, NY 13088-6199 Attention: Mr. Bruce W. Clark Project Engineer Subject: Runway 7-25 and 12-30 overlay Elizabeth Field Airport Fishers Island, NY Gentlemen: September 2, 1993 This letter serves to meet the requirements set forth on page BID -11 of the contract documents regarding Disadvantaged Businesses. The information is listed below. 1. Trevex, Inc. 22 Peters Road Bloomfield, CT 06002 2. Supply of bituminous and aggregate materials 3. $270,000.00 Please feel free to contact our office if you have any questions. Thank you for your cooperation on this matter. Respectfully yours, Steven Garrity cc: F. Danahey C&S—P.F. Trevex-P.F. 16 SAND HILL RD. SIMSBURY, CT 06089 (203) 658.0448 FAX (203) 651 •5677 An Equal Opportunity Employer 00/08/83 10:35 12203 651 5877 BOURGEOIS & SHAW + C -S ENGINEERS 2002/002 d. STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION 24 WOLCOTT HII.L ROAD, P.O. DRnweit A OF-:;,�t' WETHMNELD, CONNECTICUT 06109-0801 Phana: ( 203) 666-6723 October 22, 1992 Trevex, Inc. 22 Feters Rd. eloomtield, CT 06002 Dear Applicant: A review of ycur certifjc&ticn update was recently completed or October 22, 1992 ancl, a: a result of the preview, the Oftic.e of Contract womp1iarce is recommencing approval of your firm's oertiiicatior.for an additional twelve (12) months. Your tirm's :1p -2,t update will be t«elve 1112) months trcn the date or thio letter. In aa.dition, your Prequalitication Statement ha3 been renewed vrith the Ot ice cf r"ontracis with an expiration date o2 August 31, 1.994 and with a maximum capacity rating ri $5,300,000 to pertorm the nor~sicr- limttia below. Dump vrucking Service;,. Supplier ct construction material: sand: gravel, aggl:egate, bituminous concrete mi.xez-, petrcleum products (including liquid a.phalt), Your firm's name, address, telephone number, contact person. and area ,f expertise and capabilities +rill remain or,aur list of certified tirms. Should any change in the Corporate structure of your tirm; the c4nership of your :irm, and/or the day-to-day managerial control Ci your firm take place, it is y -c r responsibility to intcr.m this ottice within .hirty (30) dayo. Ap Very truly yours, Marne S. Kiibon Transportation Director cf Equal Opportunity Assurance n Bureau of Finance and Administration .E. Screening Committee Chairperson to A/:; Denial: Date D.B.Z. Screening Committee Chairpereon Cr.* 3cbmntian A. Cianri An Evuai Opporrrniry Employer AAMUD® CERTIFICATE OF INSURANCEISSUE DATE (MM/DD/YY) 8/30/93 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE THE ROBERTS AGENCY INC POLICIES BELOW. 31 TUNXIS AVE COMPANIES AFFORDING COVERAGE P O BOX 805 BLOOMFIELD CT 06002 COMPANY A LETTER GREAT AMERICAN INS CO COMPANY B INSURED LETTER GREAT AMERICAN INS CO COMPANY C BOURGEOIS & SHAW INC LETTER GREAT AMERICAN INS CO P O BOX 610 COMPANY D SIMSBURY CT 06089 LETTER GREAT AMERICAN INS CO COMPANY E LETTER COVERAGES THIS IS TO CERTIFY THAT 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES_ LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER LTR POLICY EFFECTIVE POLICY EXPIRATION LIMBS DATE (MM/DD/YY) DATE (MM/DD/YY) GENERAL LIABILITY PAC 71712 7 7 4/01/93 4/01/94 GENERAL AGGREGATE s2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ l f O O O f O O O CLAIMS MADE X OCCUR. PERSONAL & ADV. INJURY $1,0001000 OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE $1,000,000 FIRE DAMAGE (Any one fire) $100,000 MED. EXPENSE (Any one person) $5,000 AUTOMOBILE LIABILITY CAP 7 17 12 7 9 4/01/93 4/01/94 COMBINED SINGLE X ANY AUTO LIMIT $1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ XNON-OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY UMB71712 7 8 0 0 4/01/93 4/01/94 EACH OCCURRENCE $151 000, 0 0 X UMBRELLA FORM AGGREGATE $15,000,000 OTHER THAN UMBRELLA FORM WCP7 17 12 7 6 4/01/93 4/01/94 X.. STATUTORY LIMITS WORKER'S COMPENSATION EACH ACCIDENT $100,000 AND DISEASE--POLICY LIMIT $ 5 0 0, 0 0 0 EMPLOYERS' LIABILITY DISEASE--EACH EMPLOYEE $100 1000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLES/SPECIAL ITEMS FISHERS ISLAND AIRPORT — ELIZABETH FIELD RUNWAY 7-25 & 12-30 OVERLAY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE TOWN OF SOUTHOLD LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 53095 MAIN ROAD LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. SOUTHOLD NY 11971 AUTHOR ,,iN;WEPRESENTATIV S'i'AF N 3 ACORD 25-S (7/90) 0ACORD CORPORATION 1990 CERTIFICATE OF INSURANCE ISSUE DATE (MM/DD/YY) 8/30/93 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE The Roberts AGency, Inc. POLICIES,BELOW. P.O. Box 805 COMPANIES AFFORDING COVERAGE 31 Tunxis Avenue Blocmfleld, CT 06002 COMPANY LETTER A GREAT AMERICAN INSURANCE COMPANY COMPANY B INSUREDTown of Southold, C&S Engineers, Inc, Federal Aviation Administration, State COMPANY C of New York including the Commissioner, and all employees or other representativeeDMPANY of each of them LETTER D c/o Bourgeois & Shaw, Inc. COMPANY P.O. Box 610, West Simsbury, CT 06089 LETTERE COVERAGES THIS IS TO CERTIFY THAT 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MM/DD/YY) DATE (MM/DD/YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE OCCUR. PERSONAL & ADV. INJURY $ OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE (Any one fire) $ MED. EXPENSE (Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE ANY AUTO LIMIT $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per accident) $ GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM STATUTORY LIMITS WORKER'S COMPENSATION EACH ACCIDENT $ AND DISEASE—POLICY LIMIT $ EMPLOYERS' LIABILITY DISEASE—EACH EMPLOYEE $ OTHER $1,000,000. Occurrence A OWNERS PROTECTIVE $3,000,000. Aggregate LIABILITY GLP0190715 9/7/93 9/7/94 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Fishers Island Airport - Elizabeth Field Runway 7-25 & 12-30 Overlay CERTIFICATE HOLDER Town of Southold 53095 Main Road Southold, NY 11971 ACORD 25-S (7/90) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED PRESENTATIVE ©ACORD CORPORATION 1990 • THE AMERICAN INSTITUTE OF ARCHITECTS BOND # 27012010505938 AIA Document A312 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): BOURGEOIS & SHAW, INC. 16 SAND HILL ROAD SIMSBURY, CT 06089 OWNER (Name and Address): TOWN OF SOUTHOLD 53095 MAIN ROAD SOUTHOLD, NY 11971 SURETY (Name and Principal Place of Business): UNITED STATES FIDELITY AND GUARANTY COMPANY, 175 CAPITAL BLVD., ROCKY HILL,CT CONSTRUCTION CONTRACT Date: SEPTEMBER 7, 1993 Amount: $1,429,543.10 Description (Name and Location): FISHERS ISLAND AIRPORT -ELIZABETH FIELD, RUNWAY 7-25, & 12-30 OVERLAY BOND Date (Not earlier than Construction Contract Date): SEPTEMBER 7, 1993 Amount: $1,429,543.10 Modifications to this Bond: UNone ❑ See Page 3 CONTRACTOR. AS PRINCIPAL Company: BOURGEOIS & SHAW, (Corporate Seal) INC. Signature: Name and Title: (Any additional signatures appear on page 3) SURETY Company: UNITED STATES 'Corporate Seal) FIDELITY AND GUP.RANTY COMPANY 7/1 Signature: z Name and Title: K. L. GUSTAFSON � Attorney -in -Fact (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Roberts Agency 31 Tunxis Avenue other party): Bloomfield Avenue (203) 242-7726 AIA DOCUMENT A312 - PERFORMANCE BOND AND PAYMENT BOND - DECEMBER 1984 ED. - AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-19IN 1 THIRD PRINTING • MARCH 1987 Contract 372 (12-87) I 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 Construc- tion Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reason- able time to 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 de- clared earlier than twenty days after the Contractor and the Surety have received notice as provided in Sub- paragraph 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 accor- dance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Para- graph 3, the Surety shall promptly and at the Surety's ex- pense take one of the following actions: 4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2 Undertake to perform and complete the Construc- tion Contract itself, through its agents or through inde- pendent 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 Con- struction Contract, arrange for a contract to be pre- pared 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 ex- cess 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 deter- mined, tender payment therefor to the Owner; or .2 Deny liability in whole or in part 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 fifteen 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 part, 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 Sure- ty is obligated without duplication for: 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- tion Contract; 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and re- sulting 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 dam- ages caused by delayed performance or non-perfor- mance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- struction 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, includ- ing changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obliga- tions. 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 oc- curs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation avail - AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA 0 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 2 THIRD PRINTING • MARCH 1987 able 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 sig- nature page. 11 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 con- forming 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 Con - MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: tractor 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, re- duced by all valid and proper payments made to or on behalf of the Contractor under the Construction Con- tract. 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig- nature page, including all Contract Documents and changes thereto. 12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to per- form 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 Con- tractor 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: (Corporate Seal) Signature: Name and Title: Address: Signature: Name and Title: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 3 THIRD PRINTING • MARCH 1987 _ THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A312 Payment Bond 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): BOURGEOIS & SHAW, INC. UNITED STATES FIDELITY AND 16 SAND HILL ROAD GUARANTY COMPANY, SIMSBURY, CT 06089 175 CAPITAL BLVD., ROCKY HILL,CT OWNER (Name and Address): TOWN OF SOUTHOLD 53095 MAIN ROAD SOUTHOLD, NY 11971 CONSTRUCTION CONTRACT Date: SEPTEMBER 7, 1993 Amount: $1,429,543.10 Description (Name and Location): FISHERS ISLAND AIRPORT -ELIZABETH FIELD, RUNWAY 7-25, & 12-30 OVERLAY BOND Date (Not earlier than Construction Contract Date): SEPTEMBER 7, 1993 Amount: $1,429,543.10 Modifications to this Bond: © None CONTRACTOR AS PRINCIPAL SURETY 0 See Page 6 Company: BOURGEOIS & SHAW, (Corporate Seal) Company: UNITED STATES (Corporate Seal) INC. FIDELITY AND GUARANTY COMPANY Signature: Signature: Name and Title: Name and Title: K.L. GUSTAFSON Attorney -in -Fact (Any additional signatures appear on page 6) (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Roberts Agency other party): 31 Tunxis Avenue Bloomfield Avenue (203) 242-7726 AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIACR THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 4 THIRD PRINTING • MARCH 1987 Contract 373 (12-87) 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 perfor- mance of the Construction Contract, which is incorpo- rated 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, indemnifies 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 fur- nished 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. 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes pay- ment, 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 furnished written notice to the Con- tractor 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 furnished or supplied or for whom the labor was done or performed; and .2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above no- tice 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 the Owner to the Contractor or to the Surety, that is suffi- cient 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 perfor- mance 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 prior- ity to use the funds 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 unrelat- ed nrelated to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claim- ant under this Bond, and shall have under this Bond no obli- gations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under 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 suit or action shall be commenced by a Claimant under this Bond other than in a court of competent juris- diction in the location in which the work or part of the work is located or after the expiration of one year from the date (1) on which 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 mate- rials or equipment were furnished by anyone under the Con- struction 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 con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA@ THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D C. 20006 A312-1984 5 THIRD PRINTING • MARCH 1987 Bond ;;hall be construed as a statutory bond and not as a common ' Cnd. 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 equip- ment for use in the performance of the Contract. The intent of this Bond shall be to include without limita- tion in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: Construction Contract, architectural and engineering services reouired 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 sig- nature 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 Con- tractor 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: (Corporate Seal) Signature: Name and Title: Address: Signature: Name and Title: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA 8 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 6 THIRD PRINTING • MARCH 1987 N? 244991 UNITED STATES FIDELITY AND GUARANTY COMPANY POWER OF ATTORNEY NO. 106361 KNOW ALL MEN BY THESE PRESENTS: Ilial UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint K.L. Gustafson and Paul A. Melvin ofthe City of Bloomfield , State of Connecticut its true and lawful Attorney(s)-in-Fact, each in their separate capacity ifmore than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons; guaranteeing the performance of contracts; and executing or guaranteeing bonds and undertakings required or permitted in any actions orproceedings allowed by law. In Witness Whereof, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its Senior Vice President and Assistant Secretary, this 8th day of January , A.D. 19 9 3. SY UNITED STATES FIDELITY AND GUARANTY COMPANY 1896 Z! (Signed) By... / �// Senior Vice President (Signed) By ........ i .............:.. ....... {' Assistant Secretary STATE OF MARYLAND) V SS: i? BALTIMORE CITY )� { Onthis 8th dayof January APAN .�93 ,beforemepersiyN.n Robert J. Lamendola Senior Vice President of the UNITED STATES FIDELITY%4gCOMPaul D. Sims Assistant Secretary of said Company, with both of whom I am WA uainted, who bei n 7�5m severally duly swo i at they, the said Robert J. Lamendola and Pall mS were respectiver.ec'.t:d rVrce President and the Assistant Secretary of the said UNTIED STATES FIDELITY -NTY COMPANY ion described in an rthe foregoing Power ofAttomey; [hat they each knew the seal ofsaid corporation; seal affixed to said ttomey was such co $ I tas so affixed by order of the Board of Directors of said corporation, and that they signed thea Dames thereto b o r as Senior Vice PreAssistantSecretary, respectively, of the Company. My Commission expires the 11th day in arch l 6\5 NOTARY PUBLIC er+oa�+.p This Power of Attorney is granted under and drafy of the following Resolutions adopted by the Board of Directors of the UNITED STATES FIDELITY AND GUARANTY COMPANY on Sept�1992: RESOLVED, that in connection with the fide it and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attomey(s)-in- Fact pursuant to a Power of Attomey issued in accordance with these resolutions. Said Power(s) of Attorney for and on behalfof the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman, or the President, or an Executive Vice President, or a Senior Vice 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 foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attorney(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and, unless subsequently revoked and subject to any limitations set forth therein, 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 validly attached. RESOLVED, that Attomey(s)-in-Fact shall have the power and authority, unless subsequently revoked and, in any case, subject to the terms and limitations of the Power of Attomey issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attomey(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. I. Paul D. Sims , an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY, do hereby certify that the foregoing is a true excerpt from the Resolution of the said Company as adopted by its Board of Directors on September 24, 1992 and that this Resolution is in full force and effect. I, the undersigned Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY do hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Wbereof, I have hereunto set my hand and the seal of t e TIED STATES FIDELITY AND GUARANTY COMPANY on this 7thday of August 19 ey9 .......................................ry Assistant Secreta FS 3 (10-92) United States Fidelity and Guaranty Company lCometwood busirrads August 1. f896) HOME OFFICE: BALTIMORE, MD FINANCIAL STATEMENT DECEMBER 31, 1992 (STATUTORY BASIS) ASSETS Cash.................... I ................................................................ $46,907,720 Invested Assets: Premium Taxes and Operating Expcmics ................................ 98,891,585 Bonds.. ....... .............................................. $5,675.899,434 4,950,000 46 United States Fidelity and Guaranty Company lCometwood busirrads August 1. f896) HOME OFFICE: BALTIMORE, MD FINANCIAL STATEMENT DECEMBER 31, 1992 (STATUTORY BASIS) ASSETS Cash.................... I ................................................................ $46,907,720 Invested Assets: Premium Taxes and Operating Expcmics ................................ 98,891,585 Bonds.. ....... .............................................. $5,675.899,434 4,950,000 PreferredStocks........................................................ 24,645,367 860,888,320 Common Stocks ........................................................ 623,90,856 Mortgage Loans ........................................................ 266,725,930 Real Estate ............................................................ 80,941,178 Short—term Investments ................................................. 179,395,545 Other Invested Assets ................................................... — 551,551,116 7,403.078,426 Net Premiums in Course of Collection * ....................................................... Surplus Appt0prkled for Net Unreallltd 592,358,387 Accrued Wereat and Dividends ............................................................. Capital Gains and (Losses) .............................................................. 94,801,096 Other Ad milted Assets ..................................................................... Total Folkyholders'Surplus ............. I ................................................ 195,971,108 TotalAvqeLs ............................................................................ Total Liabilities And Policyboldus'Surplus ................................................ $8313,016,737 LIABILITIES AND POLICYHOLDERS' SURPLUS Reserves: Lows And Loss Adjustment Expenses .................................. S5,359.430,169 Premium Taxes and Operating Expcmics ................................ 98,891,585 Federal And Foreign Income Tam ..................................... 4,950,000 Unearned Premiums ................................................. 860,888,320 $6,324,160,074 Funds Held Under Reinsurance Treaties ...................................................... 436,1188,424 Other Liabilities ........................................................................... 95,340,858 Total Liabilities ......................................................................... $6.845,589,356 Capital Stod — $2.50 pot value ....... ...................................................... $70,579,288 Surplus.................................................................... ............. 1,09.395,057 Surplus Appt0prkled for Net Unreallltd Capital Gains and (Losses) .............................................................. __.(207L546A90) Total Folkyholders'Surplus ............. I ................................................ S1E4671427,181 Total Liabilities And Policyboldus'Surplus ................................................ 0813,01.6p737 Ii-nimem nlw" as prow Ord byTh* NkW*jl Amarialics of Lagurawe(orarWkwn. Cash and Soevritin in the aTmovat *is=$%%$ in The stakmettt are detmilred as reqvifrd by lair. 49KIVdM PIMIOMS ROOVIVI WO OW 90 11P)l 014L NORMAN P. RL -4M JR., STEVENA. COOK, Chsirma of W Board & President Senior Vice Nesident — ConfroBer city of Stateot)&qLad ft. OTT the 22nd day 91'Febmwy. 1993 before me, Joyc*0smw6,a Notary Nb&la sad for theCilyand SUbealoresaid. VersorottlyappCind Not -man P. B111r.Jr and Sink AC66kChairmin aftle Beard President andSeniorMce Neddeas-Conviaticr, r"Iw6ely.of ebqUsht-JSta8&% FiMiy;oad()tursetyCompany.v/oo.b&t by me reftrally duly, soon, did dopaw Bad my that lbqaft *46ts"narthe aid eognpaly.and that the ahowasd fortloiqk a full. rive sad eft7w twerteal of the Ants aid 1,1011111ts of the said CoMpday, as they appeared spootbe books o(tie void enm1waymthe list dry n(ttecemlwtAn, IM. IN wrn4wVVHFJtwT. I have hern"to ret sty land and oft seal, the day and Year aforesaid. JOYCE CARNUCCI, NOTAMAC-1 Notary P.66C SEAL cootd.28(12-M) R4 to A4 THE AMERICAN INSTITUTE OF ARCHITECTS BOND # 27012010505938 AIA Document A312 Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): BOURGEOIS & SHAW, INC. 16 SAND HILL ROAD SIMSBURY, CT 06089 OWNER (Name and Address): TOWN OF SOUTHOLD 53095 MAIN ROAD SOUTHOLD, NY 11971 SURETY (Name and Principal Place of Business): UNITED STATES FIDELITY AND GUARANTY COMPANY, 175 CAPITAL BLVD., ROCKY HILL,CT CONSTRUCTION CONTRACT Date: SEPTEMBER 7, 1993 Amount: $1,429,543.10 Description (Name and Location): FISHERS ISLAND AIRPORT -ELIZABETH FIELD, RUNWAY 7-25, & 12-30 OVERT AY BOND Date (Not earlier than Construction Contract Date): Amount: $1,429,543.10 Modifications to this Bond: CONTRACTOR AS PRINCIPAL Company: BOURGEOIS & SHAW, (Corporate Seal) INC. _ Signature. Name and Title: (Any additional signatures appear on page 3) SEPTEMBER 7, 1993 DtNone ❑ See Page 3 SURETY Company: UNITED STATES (Corporate Seal) FIDELITY AND GUARANTY COMPANY �f Signature: Name and Title: K.L. GUSTAFSON Attorney -in -Fact (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Roberts Agency other party): 31 Tunxis Avenue Bloomfield Avenue (203) 242-7726 AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 I THIRD PRINTING • MARCH 1987 Contract 372 (12-87) 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 Construc- tion Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reason- able time to 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 de- clared earlier than twenty days after the Contractor and the Surety have received notice as provided in Sub- paragraph 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 accor- dance with the terms of the contract with the Owner. 4 When the Owner has satisfied the conditions of Para- graph 3, the Surety shall promptly and at the Surety's ex- pense take one of the following actions: 4.1 Arrange for the Contractor, with consent of the Owner, to perform and complete the Construction Contract; or 4.2 Undertake to perform and complete the Construc- tion Contract itself, through its agents or through inde- pendent 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 Con- struction Contract, arrange for a contract to be pre- pared 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 ex- cess 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 deter- mined, tender payment therefor to the Owner; or .2 Deny liability in whole or in part 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 fifteen 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 part, 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 Sure- ty is obligated without duplication for: 6.1 The responsibilities of the Contractor for correc- tion of defective work and completion of the Construc- tion Contract; 6.2 Additional legal, design professional and delay costs resulting from the Contractor's Default, and re- sulting 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 dam- ages caused by delayed performance or non-perfor- mance of the Contractor. 7 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Con- struction 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, includ- ing changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obliga- tions. 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 oc- curs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation avail - AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA 8 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 2 THIRD PRINTING • MARCH 1987 able 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 sig- nature page. 11 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 con- forming 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 Con - MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: tractor 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, re- duced by all valid and proper payments made to or on behalf of the Contractor under the Construction Con- tract. 12.2 Construction Contract: The agreement between the Owner and the Contractor identified on the sig- nature page, including all Contract Documents and changes thereto. 12.3 Contractor Default: Failure of the Contractor, which has neither been remedied nor waived, to per- form 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 Con- tractor 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: (Corporate Seal) Signature: Name and Title: Address: Signature: Name and Title: Address: AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 3 THIRD PRINTING 0 MARCH 1987 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A312 Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): BOURGEOIS & SHAW, INC. 16 SAND HILL ROAD SIMSBURY, CT 06089 OWNER (Name and Address): TOWN OF SOUTHOLD 53095 MAIN ROAD SOUTHOLD, NY 11971 SURETY (Name and Principal Place of Business): UNITED STATES FIDELITY AND GUARANTY COMPANY, 175 CAPITAL BLVD., ROCKY HILL,CT CONSTRUCTION CONTRACT Date: SEPTEMBER 7, 1993 Amount: $1,429,543.10 Description (Name and Location): FISHERS ISLAND AIRPORT -ELIZABETH FIELD, RUNWAY 7-25, & 12-30 OVERLAY BOND Date (Not earlier than Construction Contract Date) Amount: $1,429,543.10 Modifications to this Bond: CONTRACTOR. AS PRINCIPAL Company: BOURGEOIS & SHAW, (Corporate Seal) INC. Signature: Name and Titie. Gx�,1y (Any additional signatures appear on page 6) SEPTEMBER 7, 1993 ® None ❑ See Page 6 SURETY Company: UNITED STATES (Corporate Seal) FIDELITY, AND GUARAN Y COMPANY Signature: i 1`a i x' Name and Title: K.L. GUSTAFSON Attorney -in -Fact (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or Roberts Agency other party): 31 Tunxis Avenue Bloomfield Avenue (203) 242-7726 AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA Cp THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 4 THIRD PRINTING • MARCH 1987 Contract 373 (12-87) I 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 perfor- mance of the Construction Contract, which is incorpo- rated 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, indemnifies 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 fur- nished 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. 3 With respect to Claimants, this obligation shall be null and void if the Contractor promptly makes pay- ment, 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 furnished written notice to the Con- tractor 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 furnished or supplied or for whom the labor was done or performed; and .2 Have either received a rejection in whole or in part from the Contractor, or not received within 30 days of furnishing the above no- tice 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 the Owner to the Contractor or to the Surety, that is suffi- cient 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 perfor- mance 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 prior- ity to use the funds 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 unrelat- ed to the Construction Contract. The Owner shall not be liable for payment of any costs or expenses of any Claim- ant under this Bond, and shall have under this Bond no obli- gations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under 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 suit or action shall be commenced by a Claimant under this Bond other than in a court of competent juris- diction in the location in which the work or part of the work is located or after the expiration of one year from the date (1) on which 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 mate- rials or equipment were furnished by anyone under the Con- struction 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 con- forming to such statutory or other legal requirement shall be deemed incorporated herein. The intent is that this AIA DOCUMENT A312 • PERFORMANCE BOND AND PAYMENT BOND • DECEMBER 1984 ED. • AIA® THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A312-1984 5 THIRD PRINTING • MARCH 1987 Bz,nd 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 p?omptly 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 equip- ment for use in the performance of the Contract. The intent of this Bond shall be to include without limita- tion in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental equipment used in the MODIFICATIONS TO THIS BOND ARE AS FOLLOWS: 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 sig- nature 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 Con- tractor 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: (Corporate Seal) Signature: Name and Title: Address: Signature: Name and Title: Address: AIA DOCUMENT A312 - PERFORMANCE BOND AND PAYMENT BOND - DECEMBER 1984 ED. - AIA 8 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 THIRD PRINTING - MARCH 1987 A312-1384 6 M 244'189 UNITED STATES FIDELITY AND GUARANTY COMPANY POWER OF ATTORNEY NO. 106361 ®`� ', KNOW ALL MEN BY THESE PRESENTS: That UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the laws of the State of Maryland and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint K.L. Gustafson and Paul A. Melvin of the City of Bloomf ield , State of Connecticut its true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons; guaranteeing the performance of contracts; and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be sealed with its corporate seal, duly attested by the signatures of its Senior Vice President and Assistant Secretary, this 8th day of January A.D. 19 9 3. tY UNITED STATES FIDELITY AND GUARANTY COMPANY �. loge (Signed) By... 1/:Z1 6J.,— Senior Vice President (Signed) By........(/..............:....7 ....t{ ;.............. Assistant Secretary STATE OF MARYLAND) SS: -VO( BALTIMORE CITY ) �i t, On this 8th day of January A. before mepers nt�yiatte Robert J. Lamendola Senior Vice President of the UNITED STATES FIDELITY' UARANTY COM PAN Paul D. ms Assistant Secretary of said Company, with both of whom I am acquainted, who bei crt severally duly sworniat they, the said Robert J. Lamendola and Pau 10, `� were respectivWhat Uor Vice President and the Assistant Secretary of the said UNITED STATES FIDELITY AIN COMPANY, sFatioo described in ancuted the foregoing Power of Attorney; that they each knew the seal of said corporation; t seal affixed to said ttomey was such co rQ I, it was so affixed by order of the Board of Directors of said corporation, and that they signed their names thereto b leas Senior Vice Presi�,d Assistant Secretary, respectively, of the Company. My Commission expires the llth day in arch al. 95. rgTury = (Sig1gA) ...., vi }�f.i��(�-ril• weuc NOTARY PUBLIC �ro°"� 0 This Power of Attorney is granted under and o}iCy of the following Resolutions adopted by the Board of Directors of the UNITED STATES FIDELITY AND GUARANTY COMPANY on Septe1992: RESOLVED, that in connection with the fide ity and surety insurance business of the Company, all bonds, undertakings, contracts and other instruments relating to said business may be signed, executed, and acknowledged by persons or entities appointed as Attorney(s)-in-Fact pursuant to a Power of Attorney issued in accordance with these resolutions. Said Power(s) 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 an Executive Vice President, or a Senior Vice 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 foregoing officers and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Attomey(s)-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and, unless subsequently revoked and subject to any limitations set forth therein, 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 he valid and binding upon the Company with respect to any bond or undertaking to which it is validly attached. RESOLVED, that Attorney(s)-in-Fact shall have the power and authority, unless subsequently revoked and, in any case, subject to the terms and limitations of the Power of Attorney issued to them, to execute and deliver on behalf of the Company and to attach the seal of the Company to any and all bonds and undertakings, and other writings obligatory in the nature thereof, and any such instrument executed by such Attorney(s)-in-Fact shall be as binding upon the Company as if signed by an Executive Officer and sealed and attested to by the Secretary of the Company. 4 Paul D. Sims , an Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY, do hereby certify that the foregoing is a true excerpt from the Resolution of the said Company as adopted by its- Board of Directors on September 24, 1992 and that this Resolution is in full force and effect. I. the undersigned Assistant Secretary of the UNITED STATES FIDELITY AND GUARANTY COMPANY do hereby certify that the foregoing Power of Attorney is in full force and effect and has not been revoked. In Testimony Whereof, I have hereunto set my hand and the seal rrv:5 TATES FIDELI T Y AND GUARANTY COMPANY on this % th day of September .I9 93 e ............................................. Assistant Secretary FS 3 (10-92) United States Fidelity and Guaranty Company JCo nrnMesd bu.urasAVUH t, 18sts) HOME OFFICE: BALTIMORE, MD FINANCIAL STATEMENT DECEMBER 31, 1992 MAIVTOW 8"S) ASSETS Cash........................... I......................................................... $46,807,720 Invested Assets: Bonds... .......... .......................... ................. $5,675,899,434 Premium Taxes and Operating Expenses........ ........................ 91t,891,SR5 Preferred Stocks........................................................ 24 645,367 Common Stocks........................................................ 623,919,856 Funds Held Under Reins urancc Treaties ........ .............................................. Mortgage Goats ........................................................ 266,725,930 85340,858 Real Estate............................................................ 80,941,178 Capital Stock — $2.50 par value . . ............................... _ .......................... Short—term Investments ................................................. 179,395,S45 1,604,395,057 Other Invested Asscts................................................. ` 551,551,116 7,403.078,426 Net Premiums in Course of Collection a ................ .. ..... ................ .......... 5512.358,387 Accrued Interest and Dividends............................................................. 58,313,016,737 84,801,096 Other Admitted Assets ............ ......................................................... 155.971,108 TotalAmecc........................................................................... S8,313,016,737 LIABILITIES AND POLICYHOLDERS' SURPLUS Reserves: Lasses and Loss Adjustment Expenses .................................. 55,359.430,169 Premium Taxes and Operating Expenses........ ........................ 91t,891,SR5 Federal and Foreign Income Taxes ..................................... 4.950,000 Unearned Premiums ................................................. X8,320 S6,324,160,074 Funds Held Under Reins urancc Treaties ........ .............................................. 436,M8,424 Other Uabilitles.......................................................................... 85340,858 Total Liabilitics........................................................................ $6,845,589,356 Capital Stock — $2.50 par value . . ............................... _ .......................... $70.S79,288 Swptus.................. ..............................._............ ............. 1,604,395,057 Surplus Appropriated for NetUnreali?.ed Capital Gains and(L.aases).............................................................. (207.546.964) Total Policyhokicrs'Surplus .............................................................. S1t4671427dI Total Liabilities and Policyholders' Surplus ................................................ 58,313,016,737 Iawshtenl ,aloes as prescribed hylfe NsGoaal Amociaaos of (awraarc Cbanet iisaen. Cash and Seearides in the auosnt olStSd S%%5 in rhe sUlemeat are dq»sited as required by lata. •11odadn Pteslaea ltarlwallo oser 90 Jays dd NORMAN P. BLAKV, JR., STEVEN A. COOK, Chalrrstn of the Board & President Senior Vice President—Controller CSty o(Daldnora, StateolMLry1 ad H. On 64 -22nd day. etFebmery.199) heforr me, lryceeStnaai, a Notary Pablie in and far t heCi y and Sute aforesaid, peasoaally appeased Norman P. Buie. it and Stew, A Cash, C7ulrataa of the hoard R President and Senkr We Reside al-Contratln, rr.pec dwly, of ohs ]],lied Sesta fiJaa ry sad Qwras ry Company. Mw, blot by, me Wwf%lly duly.aoon, did depose and .y that theyate weh ef6cenorthe said toatpany.and that thealaseand foaetolat:h a fall. true aid eussxt tuaaaeal of the Maes and Liabilities M the ,aid oompavy, as hey appeared upon the books e(the rid rnaryaay on the 3111 day nt Darotber A 11, 1992. 1N w7tVw wHVJtww. l lute hereunto nes ny head aad oliaal seal. Rha day aad year aloraaw. JOYCE CARNUCCI, NOTAR Notary PuhBc SEAL Coattt. 28 (12-92) R4 to R4 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER ,��FFOIK�OGy a z OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD September 9, 1993 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 Bruce W. Clark, Project Engineer CES Engineers, Inc. 1020 Seventh North Street Liverpool, New York 13088-6199 Re: Fishers Island Airport Runway 7-25 E 12-30 Overlay Dear Mr. Clark: Enclosed is executed Sponsor Certification for Equipment/ Construction Contracts with regard to the above captioned project. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure SPONSOR CERTIFICATION FOR EQUIPMENT/CONSTRUCTION CONTRACTS Town of Southold Elizabeth Field 3-36-0029-08-93 Sponsor's Name Airport Project Number RunwU 7-25 & 12-30 OverlU Project Description Section 509(d) of the Airport and Airway Improvement Act of 1982, as amended (herein called the Act), authorizes the Secretary to require certification from sponsors that they will comply with statutory and administrative requirements. The following list of certified items includes major requirements for this aspect of project implementation. However, the list is not comprehensive, nor does it relieve sponsors from fully complying with all applicable statutory and administrative standards. Every certified item must be marked. Each certified item with a "no" response must be fully explained in an attachment to this certification. If the item is not applicable to this project, mark the item "N/A". Standards for advertising and awarding equipment and construction contracts within Federal grant programs are described in 49 CFR 18.36. Sponsors may use their procurement procedures reflecting State and local laws or regulations provided procurement conform to specific standards in 49 CFR 18 and Advisory Circulars 150/5100-6, 150/5100-15, and 150/5100-16. 1. A code or standard of conduct (is) (will be) in effect governing the performance of the sponsor's officers, employees, or agents in soliciting and awarding procurement contracts. 2. 3. 4. 5. Yes X No N/A Qualified personnel (are) (will be) engaged to perform contract administration, engineering supervision, and construction inspection and testing. Yes X No N/A The procurement (was) (will be) publicly advertised using the competitive sealed bid method of__, procurement. Yes X No N/A The request for bids clearly and accurately (describes) (will describe) all administrative and other requirements of the equipment and/or services to -be provided. Yes X No N/A Concurrence (was) (will be) obtained from FAA prior to contract award under any of the following circumstances: a. Only one qualified person/firm submits a responsible bid, b. The contract is to be awarded to other than the lowest responsive and responsible bidder, C. Life cycle costing is a factor in selecting the lowest responsive bidder, and d. Proposed contract prices are more than 10% over the sponsor's cost estimate. Yes X No N/A 6. All contracts exceeding $100,000, (require) (will require) a bid guarantee of 5%, a performance bond of 100%, and a payment bond of 1009 . Yes X No N/A 7. Contracts exceeding $100,000 (contain) (will contain) provisions or conditions specifying administrative, contractual, and legal remedies, including contract termination, for those instances in which contractors violate or breach contract terms. They also (contain) (will contain) provisions requiring compliance with applicable standards and requirements issued under Section 306 of the Clean Air Act (42 USC 1857(h), Section 508 of the Clean Water Act (33 USC 1368), Executive Order 11738, and environmental protection regulations (40 CFR Part 15). Yes X No N/A 8. All construction contracts involving labor (contain) (will contain) provisions insuring that in the employment of labor honorably discharged Vietnam era veterans and disabled veterans will be given preference. Yes X No N/A 9. All construction contracts exceeding $2,000 (contain) (will contain) provisions requiring compliance with the Davis -Bacon Act and bid solicitations (contain) (will contain) a copy of the -current Federal wage rate determination. Provisions requiring compliance with Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (40 USC 327-330) and the Copeland "Anti -Kick Back" Act (are) (will be) included. Yes X No N/A 10. All construction contracts exceeding $10,000 (contain) (will contain) appropriate clauses from 41 CFR Part 60 for compliance with Equal Employment Opportunity Executive Order 11246. Yes X No N/A 11. All contracts and subcontracts (contain) (will contain) clauses required from Title VI Civil Rights Assurances and 49 CFR 23 for Disadvantaged Business Enterprises. Yes X No N/A 12. Appropriate checks (have been) (will be) made to assure that contracts or subcontracts are not awarded to those individuals or firms suspended, debarred, or voluntarily excluded from doing business with any DOT element and appearing on the DOT Unified List. Yes X No N/A I certify that, for the project identified herein, the responses to the foregoing items are correct as marked, and that the attachments, if any, are correct and complete. Signed: 9 / 8 / Mr. Scott L. Harris Date Supervisor JUDITH T. TERRY 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 (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON SEPTEMBER 8, 1993: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott L. Harris to execute a Sponsor Certification for Equipment/ Construction Contracts with regard to the Elizabeth Field Airport Runway 7-25 S 12-30 Overlay project, all in accordance with the direction of the Town's consulting engineers C&S Engineers, Inc. Judith. `l`erry Southold Town Clerk September 9, 1993 CES Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 September 1, 1993 Mr. Scott L. Harris Town Supervisor Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Re: Fisher's Island Airport Runway 7-25 & 12-30 Overlay AIP Project No. 3-36-0029-08-93 NYSDOT Project No. 0913.08 File: 211.006 Dear Mr. Harris: In accordance with the Airport and Airway Improvement Act of 1982, the Federal Aviation Administration requires all sponsors to complete a Certification for Equipment/Construction Contracts for all federally funded Airport Improvement Projects. If the enclosed certification meets your approval, please sign and return it to our office for further processing. If you have any questions or if additional information in required, please do not hesitate to contact our office. Very truly yours, C&S ENGINEERS, INC. Bruce W. Clark Project Engineer BWC:jmc cc: Mr. R. Philip Knauff, Fisher's Island Ferry District Ms. Sheila M. Farley, C&S Engineers, Inc. August 26, 1993 Mr. Frank Danahey Bourgeois & Shaw Incorporated 16 Sand Hill Road Simsbury, CT 06089 Re- Fishers island .Airport - Fli7aheth Field Runway 7-25 & 12-30 Overlay File: 211.006 Dear Mr. Danahey: cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 RECEIVED AUG 3 1 1993 Southold Tn A,n mark Enclosed are the original and four conformed copies of the contract. Please have all contracts signed, notarized, and returned to my attention for further processing. In accordance with Sections 20-16, 30-02, and 30-05 of the contract documents please submit the following: • Three copies of the Contractor's Performance Bond. • Three copies of the Contractor's Labor and Material Payment Bond. • The Original and two copies of the insurance policy. • Three copies of the Contractor's Certificates of Insurance. • One copy of the Contractor's proposed DBE Plan. • One copy of the schedule of values for each lump sum and unit price item. Please note that the date of the Bonds must be the same as the date of this contract. If you have any questions, please do not hesitate to contact me. Very truly yours, C&S ENGINEERS, d-otp- Bruceuce W. Clark Project Engineer BWC:kal Enclosure cc: Mr. R. Philip Knauff, Manager, Fisher Island Ferry District AUGUST 18, 1993 ELIZABETH FIELD AIRPORT - FISHERS ISLAND RUNWAY 7-25 & 12-30 OVERLAY FAA AIP PROJECT: NO. 3-36-0029-08-93 BID SUMMARY NYSDOT PROJECT: NO. 0913.08 BOOK NO. O BASE BID ALT. NO. 1 TOTAL 2. . SS 8w 0 3. • w 10 4. O O 5. 6. 7. 8: 9.- 10. 11. 12. 13. 14. 15. 16. 17. 18. Bidsum2A Page 1 ,/� 7 08/17/93 *4.1 Bids Due - 11 a.m. on August 18, 1993 $50.00 SET. Bidders will receive full refund if the plans are returned in good condition within 30 days of bid date. $4.10 mailing cost Non -bidders will not receive refund. ELIZABETH FIELD AIRPORT - FISHERS ISLAND FISHERS ISLAND, NEW YORK RUNWAY 7-25 & 12-30 OVERLAY AIP PROJECT NO. NYSDOT PROJECT NO. 3-36-0029-08-93 0913.08 PLANS AND SPECIFICATIONS TAKEN BY: BOOK PROSPECTIVE NUMBER BIDDER 1 • Southold Town Clerk 2 • Bi -County Const. Corp. 3 • Bi -County Paving Corp. 4. Pav-Co Asphalt Co., Inc. 5. Newborn Construction, Inc. 6 • Chesterfield Associates, Inc. 7/22/93 7 • Falvey Construction Corp. 7/23/93 8. Northeastern Enterprises Inc. 7/27/93 Fed Ex. Pickup 9. South Fork Asphalt Corp. Picked up 7/28/93 Bourgeois & Shaw, Inc. 10. picked up 8/11/93 ADDRESS Southold Town Hall, Southold 568 Comsewoggue Rd. East Setauket, NY 11733 331-0800 56 Comsewogue Rd., E. Setauket, NY 11733 331-2200 615 Furrows Road Holtsville NY 11742 289-3406 Fax -447-9626 7/20 878-6666 55 Clinton St. , P.O. Box 624 Center Moriches, N.Y. 11934 288-5100 P. O. Box 1229 Westhampton Beach, NY 11978 184 Route 81, P. O. Box 699 Killingworth, CT 06419 232 Rixtown Rd. Norwich, CT 06360 203-376-0110 P. O. Drawer 2028 East Hampton, NY 11937 324-1245 16 Sand Hill Road Simsbury CT 06089 211.006 ELIZABETH FIELD AIRPORT - FISHERS ISLAND FISHERS ISLAND, NEW YORK RUNWAY 7-25 & 12-30 OVERLAY PAGE 2 PLANS AND SPECIFICATIONS TAKEN BY: BOOK PROSPECTIVE NUMBER BIDDER ADDRESS Bourgeois & Shaw, Inc. 16 Sand Hill Road 11. picked up 8/11/93 Simsbury CT 06089 + #10 1L. 13. 1b. 1 / . 1O . 1J. zu. Costello Industries, Inc. FedEx 8/11/93 Tel#203-666-3311 Fax -666-2749 �. iU 123 Costello Road P.O. Box 310444 Newington CT 06131-0444 07/09/93 211.006 01w US. Department of Transportation Federal Aviation Administration pm- ? { 1993 Mr. Scott L. Harris Superintendent, Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, New York 11971 Dear Mr. Harris; 7L.V.4A . 181 A. Jam,,,& m, Ate, &. X5 Vd h,t ,bin., `n y 11581 RcCFIVEC "-T' Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 - Final Contract Documents - AIP 3-36-0029-08-93 This is to acknowledge that we received via a letter from your consultant, C&S Engineers, Inc., dated August 23, 1993 the above subject documents. If you have any questions, please call at 516-295-9343. Sincerely, Dan Vornea Airport Engineer August 2, :993 ADDENDUM NO. 1 To T't$ Contract Documents For The Construction Of The RUNWAY 7-25 & 12-30 OVERLAY AT 21I,OM EIBETH FIELD AIRPORT TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK AIP PROJECT NO.: 3-36-0029-08-93 NYSDOT PROJFrT NO.: 0913,08 TO ALL HOLDER OF CONTRACT :DOCUMENT'S: Your attention is directed to t0he following interpretations of changes in and at4itions to the Cont*act Documents for the construction of the Runway 7-25 & 12-30 Overlay Contract a% the Elizabeth Field Airport, Fishtrs island, New York. i This Addendum part of tie Conatract Docrmenta in A ccrdance with the provisions of Artic'a 20-1?', ADDEN'.DA AND INTERPRETATIONS. IN CONTRACT SPEMCA770NS: 1. In the Advertisement, DELE*M the first paragraph "Sealed bids for ..... opened and read aloud.", and SUBSTIMUTE' 1131 EFOR, the following: 'Sealed bids for the cowtruction o► Runway 7-25 cit 12-30 Overlay Contract will be received at the To=,vn Clerk's ice, 51.095 Main Road, Southold, New 'York until 11:00 a.m., local time, Aug'ast 18; 1993, and there, at said offt;o, at said time, publicly opened P,and read aloud." 2, in theQuantities for Canvass of Bids and the Bid Sheets in the Base Bid, in Item No. 2, P-153 Cold Mining Exlsting Pavemel:t, DELETE the {quantity "10,250 s.y." and 'SUBSTITUTE M3REFOR, "14,750 s.y" -3. In the +Quantities for Canvass of Bids and the Bid Sheets, in Alternate No. 1, in Item No, 2, P-153 Cold ;'f ijling Existing Pavement, DELETE the Quantity 13,000 s.y." and SUBSTITUTE MMUOR, "17,500 s.y" 4. L, tahe Quantities for Canvass of Bids and the Bid Sheets, in the Base Bid, in Item No. 6, P-409 True and Level �:ourse, DINE the Quantity .'3,535 Ton" and SUBSTITUTE THEREFOR, "3,665 Ton". I Addendum- No, I 211.406 Page 2 of 2 5. In the Qua ities for Cann aas of Bids and t1he Bid Sheets, in kiternate. No 1, in Item No. 6, p-409 True and i-evei Course, DEI E'TE the Quantity "5,120 Ton" and 3L1BSTr= T IMF"OR, "5,190 Ton". t . In the Special Provisions, item P-409, Bituminous Concrete Pavement, Section 409-4.1, DELETE the se and sentence in the i rs' pa.ragraph "However, the Contrutor . . . at a minimum.", and S%iST."Es" `" , OF, "However, the Contractor shall be rcquixel to install 104 tons per hour minimum and X44 ton per day minimum of bira acinous surface course." ON TIM CaNTkACT DRrt W—RJGS: 1. Can t. a ':"isle S'si�et in th�.s Quantities for Canvass of Bids in the Base Bid, in Item No. 2, P-153 Cold Mil'ing Existing Pavement, DELETE, the Quantity "10,250 s.y." and S BSTTTUTE 'I"rEMRI?FGR, "14,750 s.y" 2. On the T itie "beet in dhe Quvtities for Casnvus of Bids in Alter.�ate No. 1, in horrt No. 2, P-153 C01.a Wfillia cyi.stin�O Pa r.y n4nt, DELETE t~e Quantity "13,044 s.y. 1 and ;,LBSTIT'iJTE TOR, "17,500 s.y.". On the Title She in the Quantities for �3n`12Ss of Bids n the Base Bid, in Item No. 6, F-409 True vid Le ai Course, DELEM le Quantity "3,595 Torn" and SUBSTr=1 THEREFOR, "3,665 Ton". 4- On &,e Title Sheet In the Qua*i iti s for C'anvm of Bids in Alternate No. i, in item No. 6, P-409 True and Level Course, D"r,=M the Quantity "5, = Ton" and SUBSTITUTE THEREFOR, "5,190 Ton". 5. On Sheet y, General Plan, ADD tae following General Notes: 25. The Contractor shall stop all constr3.action and shall clave all airport operating surfaces open to aircraft t:aP&c from Memorial Day to Labor Day." i "26. All pavement Hidings from this project shall remain tho- property of the Town of Southold. " 6. On Sjhm. No. 8, Details, ADD &e artached Runway Intersection Milling Pian and Milling Detail, END OF ADDENDUM ENGINEERS, Emanuel 9H I Existing Pavement To Be RUNWAY INTERSECTION MILLING PLAN scale -1,790 NOT E The Proposed Runway 'ntssection Milling Locution Is ApproAi;nate Only. Exact Loao►ion -BeSal1Field Verified By The Engineer. 2'1(Tye ) Ex sting Pavement To Be Removed By Milling, il4" Min. Depth Proposed NYSDOT 'l'ype 6F Top Course, item P- 409 Proposed True And '�eveling Course Thickness Varies, Item P-409 Proposed Bituminous Tack Coat, Item P- 603 RUNWAY INTERSECTION MILLING DETAIL Not To Scale Engineers, Inc. _� # Or PAM: (Add Cover Sheer) TO 'RM: 1 r s FAQ#. _5�' (s I I R ©11020 SEVENM NOR TR STREET 77 BROA- DWAY UIVERP001, A!ZW YORK 13088 BV"A1.O, N€ W YORK 14203 TE? JISP OME: (315) 43747.'1 TELEPHONE: (716) 8471634 FAX.- 0-1S) 4$7.980 FAX. (716) $471454 :'EF�OiJ; (315) X33-i9f MBTRC?L^B rss SUITE 3170, 49 COURT MRRT BINC.# AMTON, NEWYORK 13901 TELEPHONE. (6017) 724.6103 FAX: (607) 724-6029 MtORTA `NOi' E - Th?s far nWy romwin umformation that is privileged, corftsndal, proprWarv, or exam. pt frons discLea-gre nr r appl:cable day, aAd is kamded o-rdy for use by the in&viduai or entity to which it is addressed. of iha rectiver oft.' isfax L rot s intended merflew noted above, we ask that you forwaM the fax to Me tn4VvUua1 so noted. Addr:*n,%Uy, any 433` miradon, djstribadon of copying of this communicar+o4 Ay any persan afAer than that to which U is aVxessed Is prohibited. if the individual to which it is addressed Is not within your offiee, please notify the sender LmmsedWily by telephone and return the ariginal mestage to the Under at the Above address by mail. JUDITH T. TERRY, TOWN CLERK Town of Southold Southold, New York 11971 Phone: 516-765-1801 RECEIVED OF: FOR: 11 CASH N/CHECK�Df:5-- BY: RECEIPT 047611 IJWeYCONVMITxQ CORPORATION KILUNGWOM, CT W419 0002075' CHECK DATE: 07/28/93 CHECK NUMBER: 2075 AMOUNT: *********$4.10 PAID TO: Town of Southold FOR: postage due for specs ACCOUNT: AMOUNT: ACCOUNT: AMOUNT: 6340-00 4.10 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 29, 1993 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 AS A RESULT OF THE PRE-BID CONFERENCE AT ELIZABETH FIELD, FISHERS ISLAND, ON JULY 29th, AND ADDENDUM TO THESE SPECIFICATIONS IS BEING PREPARED, AND THE BID DATE HAS BEEN CHANGED TO AUGUST 18, 1993, 11:00 a.m. ADDENDUM WILL BE SENT DIRECTLY TO HOLDERS OF THE BID DOCUMENTS BY C&S ENGINEERS EARLY IN THE WEEK OF AUGUST 2nd. I LEGAL NOTICE NOTICE TO CONTRACTORS FOR THE CONSTRUCTION OF RUNWAY 7-25 & 12-30 OVERLAY AT THE ELIZABETH FIELD AIRPORT FISHERS ISLAND, NEW YORK Sealed bids for the construction of Runway 7-25 & 12-30 Overlay Contract will be received at the Town Clerk's Office, Main Road, Southold, New York until 11:00 A.M., local time, August 5, 1993, and there, at said office, at said time, publicly opened and read aloud. The Base Bid of this project includes the bituminous overlay of Runway 12-30 which is approximately 2,500 feet by 100 feet. Alternate No. 1 includes the bituminous overlay of Runways 7-25 S 12-30 which are approximately 2,000 feet by 75 feet and 2,500 feet by 100 feet respectively. The work generally includes all associated pavement cleaning, crack I repairs, bituminous pavement, and marking improvements. The Contract Documents, consisting of the Advertisement, General Provisions, Bid, Agreement, Special Provisions and Contract Drawings, may be obtained only from the Town Clerk's Office, 53095 Main Road, Southold, New York (516-765-1801), upon deposit of fifty dollars ($50.00) per set (check only) . Any bidder, submitting a sealed bid, upon returning the drawings in good condition within thirty (30) days of the bid date will be refunded the full amount of his deposit. Non -bidders will not be refunded their deposits. Parties failing to conform to the above conditions within the prescribed allotted time shall forfeit their deposits as heretofore set forth and shall have no recourse against the Town of Southold for refunds of the Plans and Specifications deposit. The Town of Southold has scheduled a pre-bid conference to review specific requirements of this contract. All prospective bidders are encouraged to review the documents and attend this meeting. The pre- bid conference is scheduled for 10:00 A.M., local time, July 29, 1993 at the Fishers Island Airport. Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's Office, 53095 Main Road, Southold, New York, at at the Office of CSS Engineers, Inc., 1020 Seventh North Street, Liverpool, New York, (315-455-7981), and at the Fishers Island Ferry District Office on Fishers Island, (516-788-7463) . Each bid must be accompanied by a certified check or bid bond in the amount of five percent (5$) of the total maximum bid price (combination of base bid or alternate bid plus add-on items) for the contract in the form and subject to the conditions provided in the Preparation of Proposal. The right is reserved to waive any informalities in the bid and to reject any and all bids. Dated: July 8, 1993. JUDITH T. TERRY SOUTHOLD TOWN CLERK 1 Page 2 - Elizabeth Airfield PLEASE PUBLISH ON JULY 15, 1993, AND FORWARD TWO (2) AFFIDAVITS OF PUBLICATION TO JUDITH TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Traveler -Watchman Town Board Members Town Attorneys Robert P. Knauff, Fishers Island Ferry District Bruce Clark, C&S Engineers, Inc. Dodge Reports Brown's Letters Town Clerk's Bulletin Board �1 U.S. Department A. Y4 k of Transportation 181 L 3vvRj , Ate, 6km. 305 Federal Aviation Administration Mr. Scott L. Harris Superintendent, Town of Southold Town Hall RECEIVED 53095 Main Road P.O. Box 1179 JUL 2 1 1593 Southold, New York 11971 Dear Mr. Harris; Southold Town Clerk Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 - Final Contract Documents & Engineering Design Report - AIP 3-36-0029-08-93 This is to acknowledge that we received via a letter from your consultant, C&S Engineers, Inc., dated June 28, 1993 the above subject documents. We have reviewed the Design Report and the final contract documents and they are acceptable. Regarding the start of construction, we expect that this phase of work will commence in this Fiscal Year and if the contractor is able to do so, your cooperation is requested. It is also requested that an executed set of contract documents be submitted to this office for our records, as soon as they are available. If you have any questions, please call at 516-295-9343. Sincerely, Dan Vornea�� Airport Engineer U.S. Department of Transportation Federal Aviation Administration v 7L. V4 A .O t 8 1 A. J.Agym. 505 VAQ ebb., ny 11581 Mr. Scott L. Harris RECEIVED Superintendent, Town of Southold Town Hall JUL 2 0 1993 53095 Main Road P.O. Box 1179 Southold Tna•� r10 Southold, New York 11971 rk Dear Mr. Harris; Elizabeth Field Airport, Fishers Island - Rehabilitate Runways 12-30 and 7-25 - Certification of Plans & Specifications by Sponsor - AIP 3-36-0029-08-93 This is to acknowledge that we received via your letter of June 29, 1993 the Certification of Plans and Specifications by Sponsor for the subject project. If you have any questions, please call at 516-295-9343. Sincerely, Dan Vornea Airport Engineer RECEIVED JUL 14 1993 Southold Tr. ,. Clnrk To: Dodge Reports 510 Broad Hollow Road Suite 304 B Melville, New York 11747 Attention: C as Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 Re: Elizabeth Field Airport Fishers Island Runway 7-25 & 12-30 Overlay File: 211.006 Date: 12 -Jul -93 Enclosed please find one set of the following: - Contract Drawings and Specifications for the above -referenced project. Remarks: Bid Advertisement is included in Contract Specifications. If you have any questions or need additional information, please do not hesitate to contact us. Enclosures cc: Ms. Judith Terry (Town of Southold) C&S ENGINEERS, INC. Jose A. Sa i 1 er Assisant Engineer' cis Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 RECFIUFD (315) 457-6711 Fax (315) 457-9803 JUL� lts°,`,` To: Brown's Letters Re: Elizabeth Field Airport 1 John Street Fishers Island Post Office Box H Babylon, New York 11702 Runway 7-25 & 12-30 Overlay File: 211.006 Attention: Date: 12 -Jul -93 Enclosed please find one set of the following: - Contract Drawings and Specifications for the above -referenced project. Remarks: Bid Advertisement is included in Contract Specifications. If you have any questions or need additional information, please do not hesitate to contact us. Enclosures cc: Ms. Judith Terry (Town of Southold) C&S ENGINEERS, INC. Jos - h I A. S4%mH11er Ass ii' ant Engineer i CBS Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 To: Ms. Judith Terry Town Clerk Town of Southold Town Hall 53095 Main Road, PO Box 1179 Southold NY 11971 Re: Elizabeth Field Airport -Fishers Island Runway 7-25 & 12-30 Overlay ' File: 211.006 Attention: Date: 09 -Jul -93 Enclosed please find the following: - Twenty (20) numbered sets of Plans and Specifications - One (1) Bidders Register for the above -referenced project. Remarks: If you have any questions or need additional information, please do not hesitate to contact us. Enclosures cc: Mr. R. Philip Knauff C&S ENGINEERS, INC. (P� Lo Bruc . Cl ark f Project Engineer IN 07/09/93 ELIZABETH FIELD AIRPORT - FISHERS ISLAND FISHERS ISLAND, NEW YORK RUNWAY 7-25 & 12-30 OVERLAY AIP PROJECT NO. NYSDOT PROJECT NO. 3-36-0029-08-93 0913.08 PLANS AND SPECIFICATIONS TAKEN BY: BOOK PROSPECTIVE NUMBER BIDDER 1. 211.006 ELIZABETH FIELD AIRPORT - FISHERS ISLAND FISHERS ISLAND, NEW YORK RUNWAY 7-25 & 12-30 OVERLAY PAGE 2 PLANS AND SPECIFICATIONS TAKEN BY: BOOK PROSPECTIVE NUMBER BIDDER ADDR 07/09/93 211.006 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) JUDITH T. TERRY, Town Clerk of the Town of Southold, New York, being duly sworn, says that on the 8th day of July' 1993 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. Main Road. Southold. New York 11971. Legal Notice, Notice to Contractors for the Construction of Runway 7-25 8 Runway 12-30 Overlay at the Elizabeth Field Airport, Fishers Island, New York. Bid opening: 11 :00 A.M. , Thursday, August 5, 1993, Southold Town Clerk's Office. Judith T. Terry Southold Town Clerk Sworn to before me this 8th day of July , 1993. ✓Notary Public UNDAJ. Cool -t: Notary Public, State of W l- No. 4822563, SUffolk Co.. Tenn Expires December 31. f �` LEGAL NOTICE NOTICE TO CONTRACTORS FOR THE CONSTRUCTION OF RUNWAY 7-25 & 12-30 OVERLAY AT THE ELIZABETH FIELD AIRPORT FISHERS ISLAND, NEW YORK Sealed bids for the construc- tion of Runway 7-25 & 12-30 Overlay Contract will be receiv- ed at the Town Clerk's Office, Main Road, Southold, New York until 11:00 A.M., local time, August 5,1993, and there, at said office, at said time, publicly opened and read aloud. The Base Bid of this project includes the bituminous overlay of Runway 12-30 which is ap- proximately 2,500 feet by 100 feet. Alternate No. 1 includes the bituminous overlay of Run- ways 7-25 & 12-30 which are ap- proximately 2,000 feet by 75 feet and 2,500 feet by 100 feet respec- tively. The work generally in- cludes all associated pavement cleaning, crack repairs, bituminous pavement, and marking improvements. The Contract Documents, consisting of the Advertisement, General Provisions, Bid, Agree- ment, Special Provisions and Contract Drawings, may be ob- tained only from the Town Clerk's Office, 53095 Main Road, Southold, New York (516)765-1801), upon deposit of fifty dollars ($50.00) per set (check only). Any bidder, sub- mitting a sealed bid, upon retur- ning the drawings in good con- dition within thirty (30) days of the bid date will be refunded the full amount of his deposit. Non - bidders will not be refunded their deposits. Parties failing to conform to the above conditions within the prescribed allotted time shall forfeit their deposits as heretofore set forth and shall have no recourse against the Town of Southold for refunds of the Plans and Specifications deposit.. The Town of Southold has scheduled a pre-bid conference to review specific requirements of this contract. All prospective bidders are encouraged to review the documents and attend this meeting. The pre-bid conference is scheduled for 10:00 A.M., local time, July 29, 1993 at the Fishers Island Airport. COUNTY OF SUFFOLK ss: STATE OF NEW YORK Patricia Wood, being duly sworn, says that she is the Editor, of THE LONG ISLAND TRAVELER -WATCHMAN, a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is i printed copy, has been .published in said Long Island Traveler -Watchman once each week for ...................... ... weeks successively, commencing; on the �✓ ' �3 cmy of .......0 ?.., ... , 19 . ... L/ Sworn to before me this ..................... day o ........... �7...... 19.9 . ............. . Notary Public Copies of the above describ- ed Contract Documents may be examined at no expense at the Town Clerk's Office, 53095 Main Road, Southold, New York, at the Office of C&S Engineers, Inc., 1020 Seventh North Street, Liverpool, New York (315-455-7981), and at the Fishers Island Ferry District Of- fice on Fishers Island, (516) 788-7463). Each bid must be accom- panied by a certified check or bid bond in the amount of five percent (5%) of the total max- imum bid price (combination of base bid or alternate bid plus add-on items) for the contract in the form and subject to the con- ditions provided in the Prepara- tion of Proposal. The right' is reserved to waive any informalities in the bid and to reject any and all bids. Dated: July 8, 1993 JUDITH T. TERRY SOUTHOLD TOWN CLERK 1X-7/22/93(2) BARBARA A. SCHNEIDER NOTARY PUBLIC, State of New York No. 4806:,46 Qualified in Suffolk County Commission Expires 8/3r/qy V ir%' LEGAL NOTICE NOTICE TO CONTRACTORS FOR THE CONSTRUCTION OF RUNWAY 7-25 & 12-30 OVERLAY AT THE ELIZABETH FIELD AIRPORT FISHERS ISLAND, NEW YORK Sealed bids for the construction of Runway 7-25 & 12-30 Overlay Contract will be received at the Town Clerk's Office, Main Road, Southold, New York until 11:00 A.M., local time, August 5, 1993, and there, at said office, at said time, publicly opened and read aloud. The Base Bid of this project includes the bituminous overlay of Runway 12-30 which is approximately 2,500 feet by 100 feet. Alternate No. 1 includes the bituminous overlay of Runways 7-25 & 12-30 which are approximately 2,000 feet by 75 feet and 2,500 feet by 100 feet respectively. The work generally includes all associated pavement cleaning, crack repairs, bituminous pavement, and marking improvements. The Contract Documents, consisting of the Advertisement, General Provisions, Bid, Agreement, Special Provisions and Contract Drawings, may be obtained only from the Town Clerk's Office, 53095 Main Road, Southold, New York (516-765-1801), upon deposit of fifty dollars ($50.00) per set (check only) . Any bidder, submitting a sealed bid, upon returning the drawings in good condition within thirty (30) days of the bid date will be refunded the full amount of his deposit. Non -bidders will not be refunded their deposits. Parties failing to conform to the above conditions within the prescribed allotted time shall forfeit their deposits as heretofore set forth and shall have no recourse against the Town of Southold for refunds of the Plans and Specifications deposit. The Town of Southold has scheduled a pre-bid conference to review specific requirements of this contract. All prospective bidders are encouraged to review the documents and attend this meeting. The pre- bid conference is scheduled for 10:00 A.M., local time, July 29, 1993 at the Fishers Island Airport. Copies of the above described Contract Documents may be examined at no expense at the Town Clerk's Office, 53095 Main Road, Southold, New York, at at the Office of C&S Engineers, Inc., 1020 Seventh North Street, Liverpool, New York, (315-455-7981) , and at the Fishers Island Ferry District Office on Fishers Island, (516-788-7463) . Each bid must be accompanied by a certified check or bid bond in the amount of five percent (5$) of the total maximum bid price (combination of base bid or alternate bid plus add-on items) for the contract in the form and subject to the conditions provided in the Preparation of Proposal. The right is reserved to waive any informalities in the bid and to reject any and all bids. Dated: July 8, 1993. JUDITH T. TERRY SOUTHOLD TOWN CLERK Page 2 - Elizabeth Airfield PLEASE PUBLISH ON JULY 15, 1993, AND FORWARD TWO (2) AFFIDAVITS OF PUBLICATION TO JUDITH TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Traveler -Watchman Town Board Members Town Attorneys Robert P. Knauff, Fishers Is!and Ferry District Bruce Clark, C&S Engineers, Inc. Dodge Reports Brown's Letters Town Clerk's Bulletin Board o��FFo�K�oGy JUDITH T. TERRY TOWN CLERK G ►T REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER y0 • Off(' OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JUNE 29, 1993: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for the construction of Runway 7-25 & 12-30 Overlay contract at the Elizabeth Field Airport, Fishers Island, all in accordance with the plans and specifications as prepared by C&S Engineers, Inc., the Town's airport consulting engineers for the project. /Z' Judith T. Terry Southold Town Clerk June 30, 1993 �s cas Engineers, Inc. 1020 Seventh North Street, Liverpool, New York 13088-6199 (315) 457-6711 Fax (315) 457-9803 June 28, 1993 Mr. Scott L. Harris JUIN ? 9 , Town Supervisor Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Re: Elizabeth Field Airport -Fishers Island Runway 7-25 & 12-30 Overlay AIP Project No. 3-36-0029-08-93 NYSDOT Project No. 0913.08 File: 211.006 Dear Mr. Harris: Enclosed for your review and approval are two copies of the following Final Documents for this Project: 1. Contract Drawings 2. Contract Specifications 3. Engineer's Design Report 4. Engineer's Opinion of Construction Cost By copy of this letter we are also submitting copies of these documents to the Federal Aviation Administration and New York State Department of Transportation to request their review, approval, and permission to advertise. Based upon the current schedule we suggest that the advertisement for bids on this project be published and bids received on the following dates: 1. Advertisement Date: July 5, 1993 2. Bid Date: July 23, 1993 We will contact you in the near future to confirm these tentative dates and coordinate this process with you. Mr. Scott L. Harris Page 2 June 28, 1993 If you have any questions or if additional information is required, please do not hesitate to contact our office. Very truly yours, C&S ENGINEERS, INC. - 9. " Bruce W. Clark�`��8� Project Engineer BWC:JAS:jmc Enclosures cc: Mr. Philip Brito, FAA (w/encl) Mr. Robert Michaud, NYSDOT (w/encl) Mr. James Kuzloski, NYSDOT, Region 10 (w/encl) Mr. Philip Knauff, Manager (w/encl) I • ENGINEER'S OPINION OF CONSTRUCTION COST ELIZABETH FIELD AIRPORT -FISHERS ISLAND TOWN OF SOUTHOLD, NY R/W 7-25 8 12-30 OVERLAY 211.006 05/25/93 AIRCOST.WR! Page 1 06/24/93 BASE BID ITEM FAA UNIT NO. SPEC NO. DESCRIPTION QUANTITY UNITS PRICE TOTAL xxxxxszsasssxsszsssssxxxxxxxxaxaxxsxsaaaasssaxxsxxxxaaaasxzasasssszaaasaasazsxazaaasxxxaaasaz-�xaxx 1 P-152 COMMON EXCAVATION 1 LS $35,000.00 $35,000.00 2 P-153 COLD MILLING EXISTING PAVEMENT 10,250 SY $8.00 $82,000.00 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 5,000 SY 55.00 525,000.00 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS $30,000.00 $30,000.00 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 4,950 TON $90.00 $445,500.00 6 P-409 TRUE AND LEVEL COURSE 3,595 TON $90.00 $323,550.00 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 275 SY 5250.00 $68,750.00 8 P-503 JOINT RESEALING (PCC) 6,900 LF $4.00 $27,600.00 9 P-503 CRACK SEALING 2,205 LF $6.00 $13,230.00 10 P-603 BITUMINOUS TACK COAT 2,660 GAL $1.75 54,655.00 11 P-612 FIELD OFFICE 1 LS $11,000.00 $11,000.00 12 P-620 RUNWAY 8 TAXIWAY PAINTING 32,930 SF $1.00 532,930.00 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 14,975 SY $2.00 $29,950.00 14 T-906 BEACHGRASS 3,400 SY $8.00 $27,200.00 15 D-710 STABILIZATION FABRIC 3,675 SF $0.25 $918.75 16 D-712 RIP -RAP BERM 280 LF 5125.00 535,000.00 17 L-108 CABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 790 LF $6.00 $4,740.00 18 L-108 NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF $1.00 $3,465.00 19 L-108 NO. 8 AWG, SKV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF $1.00 $410.00 20 L-108 NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF 51.00 5790.00 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF $15.00 $5,400.00 22 L-125 GUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH $3,000.00 $12,000.00 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD LIGHTS 8 EACH $150.00 $1,200.00 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS $30,000.00 $30,000.00 25 M-150 PROJECT SURVEY 8 STAKEOUT 1 LS $15,000.00 $15,000.00 26 M-200 MOBILIZATION 1 LS $50,711.25 $50,711.25 ---------------------------------------------------------------------------------------------------- TOTAL CONSTRUCTION COST $1,316,000.00 AIRCOST.WR! Page 1 06/24/93 0 r ENGINEER'S OPINION OF CONSTRUCTION COST ELIZABETH FIELD AIRPORT -FISHERS ISLAND 211.006 TOWN OF SOUTHOLD, NY-------- R/W 7-25 & 12-30 OVERLAY 05/25/93 ALTERNATE NO. 1 ITEM FAA UNIT NO. SPEC NO. DESCRIPTION QUANTITY UNITS PRICE TOTAL sssszazsazzassssszssszxaxxxxaxaaaxassxxsxsaassxasxxssssssaxxxxaxxsssssssxsssxsssssssaxaxsxzsxxasssss 1 P-152 COMMON EXCAVATION 1 LS $35,000.00 $35,000.00 2 P-153 COLD MILLING EXISTING PAVEMENT 13,000 SY $8.00 $104,000.00 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 7,000 SY $5.00 $35,000.00 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS 540,000.00 540,000.00 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 7,060 TON $90.00 $635,400.00 6 P-409 TRUE AND LEVEL COURSE 5,120 TON $90.00 $460,800.00 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 285 SY S250.00 571,250.00 8 P-503 JOINT RESEALING (PCC) 10,350 LF $4.00 $41,400.00 9 P-503 CRACK SEALING 2,205 LF $6.00 $13,230.00 10 P-603 BITUMINOUS TACK COAT 3,785 GAL $1.75 $6,623.75 11 P-612 FIELD OFFICE 1 LS $11,000.00 $11,000.00 12 P-620 RUNWAY & TAXIWAY PAINTING 32,930 SF $1.00 $32,930.00 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 24,780 SY $2.00 $49,560.00 14 T-906 BEACHGRASS 3,400 SY $8.00 $27,200.00 15 D-710 STABILIZATION FABRIC 3,675 SF $0.25 $918.75 16 D-712 RIP -RAP BERM 280 LF 5125.00 $35,000.00 17 L-108 CABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 790 LF $6.00 $4,740.00 18 L-108 NO. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF $1.00 $3,465.00 19 L-108 NO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF $1.00 $410.00 20 L-108 NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF $1.00 $790.00 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF $15.00 $5,400.00 22 L-125 GUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH $3,000.00 $12,000.00 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD LIGHTS 16 EACH 5150.00 $2,400.00 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 535,000.00 $35,000.00 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS $15,000.00 515,000.00 26 ----------------------------------------------------------- M-200 MOBILIZATION 1 LS $67,482.50 $67,482.50 TOTAL CONSTRUCTION COST ---------------------------------------- $1,746,000.00 AIRCOST.WRI Page 1 06/24/93 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS i OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD August 27, 1993 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 PLEASE ISSUE A CHECK IN THE AMOUNT OF $50.00 TO CHESTERFIELD ASSOCIATES, South Country Road, P.O. Box 1229, Westhampton Beach, New York 11978. This company bid on the Runway Overlay for Elizabeth Field, Fishers Island, and returned the plans within 30 days of the bid. Thank you. OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD August 27, 1993 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 FAX (516) 765-1823 TELEPHONE (516) 765-1801 PLEASE ISSUE A CHECK IN THE AMOUNT OF $50.00 TO CHESTERFIELD ASSOCIATES, South Country Road, P.O. Box 1229, Westhampton Beach, New York 11978. This company bid on the Runway Overlay for Elizabeth Field, Fishers Island, and returned the plans within 30 days of the bid. Thank you. %A sterfield 1 ociates 24 August 1993 Inc. Contractors & Engineers South Country Road • P.O. Box 1229 • Westhampton Beach, New York • 11978 • (516) 288-5100 Town of Southold R� 53095 Main Road Southold, New York 11971 AUG 2 r Judith T. Terry,Www= We are returning these plans for the Fisher Island Runway Overlay and ask that you return our plan deposit of $50.00 in the envelope provided. Thank you. Sincerely, Francis X. Johnson DESIGN REPORT RUNWAY 7-25 & 12-30 OVERLAY ELIZABETH FIELD AIRPORT TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK JUNE 1993 DESIGN REPORT RUNWAY 7-25 & 12-30 OVERLAY ELIZABETH FIELD AIRPORT TOWN OF SOUTHOLD FISHERS ISLAND, NEW YORK FAA AIP PROJECT NO. 3-36-0029-08-93 NYSDOT PROJECT NO. 0913.08 JUNE 1993 C&S ENGINEERS, INC. 1020 Seventh North Street Liverpool, New York 13088 211.006 1 1 TABLE OF CONTENTS SECTIONI- INTRODUCTION ............................................. 1 1.01 PROPOSED DEVELOPMENT .................................... 1 1.02 PURPOSE AND SCOPE OF REPORT ............................... 2 1.03 SCOPE OF PROFESSIONAL SERVICES .............................. 2 1.04 AIRSIDE FACILITIES ......................................... 3 1.05 ENVIRONMENTAL CONSIDERATIONS ............................. 3 1.06 SAFETY CONSIDERATIONS ..................................... 5 SECTION 2 - PAVEMENT AND SOILS INVESTIGATION ............................ 7 2.01 INTRODUCTION .............................................. 7 2.01.1 Subgrade Soils .......................................... 7 2.01.2 Ground Water .......................................... 12 2.01.3 Bedrock .............................................. 12 2.01.4 Subgrade Density ........................................ 12 2.01.5 Subgrade Strength ........................................ 14 2.01.6 Frost Depth Analysis ...................................... 15 2.01.7 Existing Flexible Asphalt Pavement ............................. 15 2.02 CONCLUSIONS AND RECOMMENDATIONS ........................... 18 2.02.1 Conclusions ............................................ 18 2.02.2 Recommendations ........................................ 19 SECTION 3 - BASIS OF DESIGN ............................................ 20 3.01 PAVEMENT DESIGN ........................................... 20 3.02 PAVEMENT GEOMETRICS....................................... 22 3.03 SURFACE GRADIENTS ......................................... 22 3.03.1 Runway Transverse Grades .................................. 22 3.03.2 Runway Longitudinal Grades ................................. 22 3.04 DRAINAGE .............................................. 23 3.05 SAFETY AREAS .............................................. 23 3.06 MARKINGS ................................................. 23 3.07 LIGHTING AND SIGNAGE ....................................... 24 3.08 FAILURE TO COMPLETE ON TIME ................................. 24 APPENDICES A - GEOTECHNICAL DATA B - PAVEMENT DESIGN DATA C - ENGINEER'S COST ESTIMATE FIGURES FIGURE NO. 1 - GENERAL PLAN FIGURE NO. 2 - BORING AND TEST PIT PLAN SECTION 1 -INTRODUCTION Elizabeth Field Airport is located on Fishers Island, New York. Fishers Island is situated beyond the northeast end of Long Island, approximately 8 miles south of New London, Connecticut. The Town of Southold, New York, acquired Elizabeth Field Airport from the United States Government in 1959. The operation of the Airport is the responsibility of the Town's Fishers Island Ferry District which was established in 1947. Fishers Island is a vacation community with approximately 400 full-time residents and 2,250 summer residents. The only scheduled ferry service available to the Island is from New London. Elizabeth Field serves the general aviation demand for island residents and several local air taxi companies. The Airport is recommended to serve as a basic utility airport according to the New York State Downstate Regional Aviation System Plan. Two single-engine aircraft are currently based at the Airport. The Airport supports approximately 10,800 operations annually. A majority of the aircraft which use the Airport are within Airplane Approach Category B Design Group I which have a wingspan less than 49 feet and gross weights less than 12,500 pounds. 1.01 PROPOSED DEVELOPMENT This Runway 7-25 and 12-30 Overlay project was recommended as a result of the Elizabeth Field Airport Layout Plan (ALP) update (1988). The ALP recommended this project as a Phase I Improvement and as an initial and fundamental step in the development of the Airport. This project will be funded by the Federal Aviation Administration through the Airport Improvement Program (AIP) by the New York State Department of Transportation and the Town of Southold. AIR\7:\211\006\D0.RFr - I - In addition, a pavement evaluation study was conducted on the two intersecting runways in April of 1992. This evaluation shows that a pavement reconstruction is not required and that an overlay of both runways is a sufficient rehabilitation measure to correct existing pavement defects (refer to Section 2 for detailed information). 1.02 PURPOSE AND SCOPE OF REPORT The purpose of this Report is to present the basis of design of the Runway 7-25 & 12-30 Overlay Project at Elizabeth Field Airport. The Report will present the basis upon which the project was designed and a detailed cost estimate for construction of the project. Design of this project is in accordance with FAA Advisory Circular Guidelines and includes the following: • Pavement and Soils Investigation • Pavement Design • Surface Gradients • Runway Markings and Signage • Project Cost Estimates 1.03 SCOPE OF PROFESSIONAL SERVICES To complete this project, the following professional services will be provided: • Topographic Survey of the proposed work area. • Pavement and soils investigation program. • The preparation of this Report outlining the basis of design for the proposed project. • The preparation of final plans and specifications for the proposed improvements in accordance with applicable Federal Aviation Administration and New York State Department of Transportation standards. • Assistance in the bidding and award of the project. ABWA21 1\006MEs.xrr -2- 1.04 AIRSIDE FACILITIES Elizabeth Field Airport has two intersecting bituminous asphalt runways. The crosswind runway, designated 7-25, is 75 feet wide and 1,790 feet in length; the primary runway, designated 12-30, is 100 feet wide and 2,328 feet long. Currently, Runway Ends 12 and 30 have overruns measuring 240 feet long by 150 feet wide. The initial 90 feet by 150 feet of each overrun is composed of bituminous asphalt. The remaining 150 feet by 150 feet is composed of 10 feet by 20 feet portland cement concrete slabs. The overrun at the Runway 7 End is composed of bituminous asphalt and measures 128 feet long by 150 feet wide. The overrun at the Runway 25 End is composed of 10 feet by 20 feet portland cement concrete slabs and measures 140 feet long by 150 feet wide. Both runways have newly installed edge lighting systems which are in excellent condition. A small asphalt aircraft parking apron, approximately 3,400 square yards in size, is located in front of the Airport's terminal facility and adjoins the runway pavement at the Runway 25 End. This apron is in poor condition. An auto parking lot adjacent to the aircraft apron is partially paved, and is also in poor condition. ' In 1990, an obstruction removal and lighting project was completed which identified on -airport FAR Part 77 obstructions and how to undertake corrective action. In 1992, an airfield lighting, visual aids, and electrical building project was completed which generally included the construction of an electrical building, the installation of medium intensity runway edge lights on both runways, installation of mandatory runway intersection signs, and the installation of visual glide slope indicators, runway end identification lights (REILs), lighted windcone, and segmented circle. 1 1.05 ENVIRONMENTAL CONSIDERATIONS This project is not expected to cause any significant long-term adverse environmental effects. All improvements and construction activities will take place on Airport property, thus no persons will be IAIRWA211W0"ESAFT -3- displaced as a result of the proposed development. Limited short-term impacts, resulting from the construction operations, may occur during the proposed improvement. These will be controlled and limited by requiring the Contractor, under his contract, to take precautions to limit air, water and noise pollution and will not persist beyond the end of the construction period. The proposed improvements are not expected to meet any significant public opposition. Due to the Airport's unique island location and the excessive quantity of asphalt required to complete the project, the Contractor may choose to construct a temporary asphalt manufacturing plant on a 2.5 -acre land parcel located approximately 500 feet north of the concrete overrun at the Runway 30 end (see General Plan, Figure No. 1). In order to do so, the following requirements shall be met: 1. No portion of the 2.5 acre land parcel shall be located less than 300 feet from the NYSDEC tidal wetland boundary (see General Plan, Figure No. 1). 2. No portion of the 2.5 acre land parcel shall penetrate any runway transitional surfaces, as defined in FAR Part 77. This parcel outlines a volume of airspace which is free of obstructions for an asphalt plant up to 70 feet in height. In addition, in order to provide protection against future earth washouts along the end of Runway 7 due to intense storm activity, a rip -rap berm will be constructed along the ocean side of the Runway 7 end for a length of approximately 280 feet (Refer to Figure No. 1). Beach grass will be planted 12 inches on center within the region at the end of the Runway 7 overrun as an additional earth washout control measure. The beach grass shall be planted and maintained in strict accordance with all applicable town, state and federal regulations. The following permits shall be obtained prior to any construction activity: • Town of Southold, Board of Trustees, Coastal Erosion Management Permit AIRWA21 hOWDESAPr -4- • Town of Southold, Board of Trustees, Town Wetland Permit • NYSDEC, Article 25, 6 NYCRR 661, Tidal Wetlands Permit 1.06 SAFETY CONSIDERATIONS The work required by this project will result in construction activity on, and adjacent to, both Runway 12-30 and 7-25. The Contractor will be required to comply with a work phasing plan stipulated in the "Specific Airport Operating Requirements" section of the Contract Specifications to minimize interference with aircraft operations. In addition, the Contractor will be required throughout the duration of this project to comply with all safety requirements outlined in Federal Aviation Administration Advisory Circular 150/5370-2B, entitled "Operational Safety on Airports with Emphasis on Safety During Construction" and Federal Aviation Administration Order 5210-1A, "Safety Requirements on Airports During ADAP - Funded Construction Activity". The Contractor will be responsible for furnishing, erecting and maintaining all ' lights, barricades, warning signs and markings for closed and hazardous areas. Each motorized vehicle or piece of construction equipment will be identified in conformance with the Contract Specifications. Airport management will coordinate aircraft movements and Airport Operations with construction operations. The Contractor will be required to give notice to the Resident Engineer adequately in advance of construction activities to allow coordination with Airport Operations. The Contractor must submit a schedule of construction activities prior to performing work. This schedule will be reviewed t IAM%7:%21 n 06M)U.xrr -5- by the Airport management and Engineer to ensure minimum delays to aircraft movements and Airport Operations. No work will proceed in any area without prior approval. END OF SECTION r i t AIRWA211\006\DES.RPr -6- L.I SECTION 2 -PAVEMENT AND SOILS INVESTIGATION 2.01 INTRODUCTION A pavement and soil investigation program was conducted in order to determine the condition and rphysical properties of the existing pavements and subgrade soils at Elizabeth Field, Fishers Island, New York. The program consisted of a field investigation and laboratory testing program. The field investigation included borings, pavement corings and the excavation of test pits. Field tests consisted of California Bearing Ratio (CBR) and in-place density determinations. Laboratory testing included mechanical sieve analysis, hydrometer analysis, standard proctors, and CBR determinations. All test borings, pavement cores, test pits, and laboratory analysis were performed by Professional Service Industries, Inc., Northeast, of Northfield, New Hampshire under the direction of C&S Engineers, Inc. Geotechnical data obtained during the referenced subsurface investigation included field and laboratory tests results. The results of the pavement and soils investigation program form the basis upon which the quantitative judgments regarding the Airfield pavement, constituents, condition, and subgrade soil properties were made. r 2.01.1 Subgrade Soils Subgrade soils encountered directly beneath the pavement subbase were found to be fairly runiform along the entire length of both runways and the apron. Typically, the underlying deposits consisted of fine to coarse sand, fine to coarse gravel, cobbles, and trace to some silt in varying percentages. ' From the test boring and test pits it was observed that the first several feet underlying the Irunway and a short distance adjacent to the runway consisted of till. Since this investigation IAIR\7:\21I=6\DES.RPT -7- concentrated along the runway and apron, no additional subsurface investigation exploration took place elsewhere. It appears that the fill was placed in some locations over peat and in others over sand and gravel to build the area up to "grade". At several locations, peat was encountered during the field investigation. Those locations are presented in Table 2-2 of this report. Table 2-2 Depths of Peat at Test Pits and Test Boring Locations At TP -1 the field CBR was determined 18" below grade, below the peat layer while at TP -2 the CBR was determined at 17" below grade, within the sand and peat. These depths were selected for CBR tests to obtain comparative strength values for those portions of the runway over peat compared to areas not over peat. Due to the presence of compacted peat at several boring locations, it is suspected that the airfield was originally constructed in a marsh or wetland. Apparently, during the construction of the airfield, not all the peat was removed before backfilling with native granular material. Based upon the visual appearance of the runway pavement, the underlying peat apparently has consolidated and does not appear to be adversely affecting the performance of the pavement. With the exception of the locations listed in Table 2-3, the in-situ soil below the peat and at other locations, consisted of fine to coarse sand, fine to coarse gravel, and cobbles. AX%7:%211\0060M.RFr -8- 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 At one of the boring locations (B-14) from a depth of 3' to 5' from grade a soft, non- plastic silt was encountered. This was the only boring or test pit where a predominant pure silt soil was encountered. From a particle -size analysis the sample contained 0% gravel, 43% sand, 44.5% silt, and 12.5% clay. At the remaining locations silt was encountered only in small percentages or not at all. AIR\7:\211 \006\D6S. RP'r 0 Table 2-3 Depths of Fine -Grained Soils in Test Pits and Test Borings 1 Location Depth Description B-2 1' to 2'-6" Fine Sand and Silt B-4 3' to 4'-4" Silty Sand B-6 2' to 3'-5" Fine Sand and Silt B-9 1' to 2'-9" Trace Silt 3'.9" to 10'-6" Fine Sand and Silt B-10 1' to 3' Sand and Silt 3' to 10'-6" Trace Silt B-11 0" to 4' Sand, Gravel, Some Silt B-12 1' to 3' Fine Sand and Silt Grading to Coarse Sand 7' to 10'-6" Fine Sand and Silt B-14 1' to 2'-6" Fine Sand and Silt 3' to 5' Soft Silt TP -1 7" to 11" Silty Sand V-6" to 2'-8" Silty Sand and Gravel 3'-1" to 5' Silty Fine Sand TP -2 5" to 1'-3" Silty Sand and Gravel 2' -EI" to 5' Silty Sand TP -3 2'-9" to 3'-9" Silty Sand 3'-9" to 5' Silt and Sand TP -6 5" to 2'-4" Silty Sand and Gravel Laboratory tests were performed on bulk soils sampled from each of the test pit locations. ' Bulk soil samples were typically obtained 18" below current subgrade, under the piston of the field CBR test. Table 2-4 lists results from the partiele-size analysis conducted from bulk samples from the six test pits. t fJi` AIR%7:\2111006\DES.RPr -10- I Table 2-4 Particle -Size Analysis from the Bulk Samples obtained from the Six Test Pits Percentage Passing TP -1 TP -2 TP -3 TP -4 TP -5 TP -6 %-1.. 88.7 100 93.0 93.7 78.3 87.0 %44 76.4 100 76.0 91.2 45.2 70.4 %410 66.4 100 1 69.5 89.7 34.8 61.0 %440 52.0 91.5 52.0 76.0 9.7 38.0 %460 43.0 83.5 43.0 57.2 4.8 28.3 %480 38.5 76.5 36.5 43.6 3.0 22.9 %4100 35.5 70.0 32.5 33.0 2.0 19.0 %4200 25.5 45.0 22.5 14.0 0.9 10.3 %-0.005mm 4.5 8.5 6.5 Depth (ft) 18" 18" 18" 18" 18" 18" USCS SW SM SP -SW SP GW SW From the laboratory particle -size analysis, the percentage of tine -grained soils (passing the #200 U.S. Std. Sieve) within the six test pits ranged from 0.9% at TP -5 to 45.0% at TP -2. From the particle -size distributions listed above in Table "24", the critical soil type appears to be silty sand, SM, sand -silt mixture in TP -2. TP -2 is located at the intersection of the two runways. Since the soils encountered on-site were generally granular, Atterberg Limits were not conducted. Considering the fairly uniform nature of the subgrade soils, it is recommended that the most limiting soil type or worst case condition be selected for the pavement evaluation. The soils underlying both runways generally consist of tine to coarse sand, tine to coarse gravel, trace to some silt. The Type SM soil will be selected for analysis and design of the pavement rehabilitation. AIRVA211 \006U)ES. RPT 2.01.2 Ground Water Groundwater at Elizabeth Field is relatively close to ground surface due to the close proximity to the ocean and low elevation. With the exception of B-21, the top of groundwater was observed to be at approximately 5 feet below grade during drilling. At B-21, located on a hill, 450 feet perpendicular to Runway 07-25, groundwater was not encountered. One observation well was installed on-site to monitor the water level fluctuation adjacent to the runways over time. The well, OW -1, was installed at the intersection of the two runways on the south side of the airfield. Following installation, the groundwater level within OW -1 was 4'-9" below grade.. 2.01.3 Bedrock Bedrock was not encountered at any of the test borings or test pit locations. However, at borings B-11 and B-20, refusal of the spoon and augers occurred at 4' and 1', respectively. It was suspected that boring refusal occurred due to boulders which are visually evident at the shoreline and inland. This theory was not verified. 2.01.4 Subgrade Density In-place density tests were performed using the sand cone method in each of the test pit locations in accordance with ASTM D1556. Corresponding laboratory compaction tests were also performed on test pit samples in accordance with ASTM D698, to determine the relative degree of field compaction based upon standard proctor energy. Natural density or compaction of the subgrade soils in turfed areas, adjacent to the runway and apron, were generally found to be 58.6 to 107.4 percent of maximum density based upon standard proctor energy. This range in densities would appear reasonable given the range of "N" -values of borings from subgrade depth to 10.0 feet, and the soil types encountered along both runways and the apron. AIR\7:\21 BOWDESAFT -12- 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 The natural moisture content of soil samples obtained from a majority of the test pits exceeded their optimums by as much as 28.7%, evident in TP -2. Usually, when the natural moistures exceed their optimum, natural compaction or subgrade densities decrease, thereby reducing subgrade strengths. It should be noted that these results were obtained in turfed areas adjacent to the runways, whereas subgrade densities are expected to be somewhat greater beneath the present runway and apron pavements, due to the following: • compaction during original construction as well as consolidation over time, due to the imposed aircraft wheel loading and pavement deadload. • localized de -watering due to the presence of the impermeable pavement cap over subgrade. Table 2-5 In -Situ and Laboratory Densities Test Depth ln-Feld Measurements Standard Proctor Density Degree of Pit (ft) (ASTM D698) Natural' Compaction Natural Feld Optimum Maximum (96) Moisture Density Moisture Dry Content (pcf) Content Density N N (pcf) TP -1 18" 1 20.9 121.5 10.5 119.5 101.7 TP -2 17" 42.9 56.8 14.2 96.9 58.6 TP -3 17-3/8" 19.3 79.7 9.2 124.8 63.9 TP -4 17-3/8" 26.8 112.4 7.9 109.3 102.8 TP -5 17-5/8" 2.2 138.2 6.6 128.7 107.4 TP -6 X. 13.0 128.3 1 12.4 122.0 1 105.2 Note: The above data is based upon laboratory tests performed in accordance with ASTM D698 The high natural moisture content of the bulk sample from TP -2 is attributed to a high percentage of tine -grained soil. With over 45% passing the #200 U.S. Std. Sieve, the moisture content of the soil is expected to be higher, compared with granular soil. Table 2-5 contains in-situ and field density results from the six test pits. AIRWA211=60ES.RYr -13- 2.01.5 Subgrade Strength In order to determine the load bearing capacity of the subgrade soils, California Bearing Ratio (CBR) tests were performed both in the field and in the laboratory. The field CBR's were performed in test pits dug in the turf area adjacent to the runway. Field CBR tests were performed using a Caterpillar 425 Series II backhoe. The backhoe was set-up such that the front bucket was placed flat just oft the ground surface and the rear shovel and outriggers were set to prevent movement. To ensure that the front bucket of the loader did not move while the load was being applied, the distance was measured against a fixed reference point before and after the test. For all five field CBR tests, the front bucket of the loader did not move. The field CBR tests were supervised full-time by a C&S engineer. The purpose of the field CBR's was to determine the in- situ undrained shear strength of the subgrade soil. Laboratory CBR's by comparison, were used to determine the relative strength of the same subgrade soils when compacted to varying degrees of maximum compaction. Due to the expected aircraft weight the Standard Proctor Density (ASTM D698) was used for comparison. One point field CBR's were performed in each of the six test pit locations, representing the various soil types encountered adjacent to the runway and apron. Both 1 -point and 3 -point laboratory CBR's (ASTM D1883) were performed on corresponding bulk samples. Field CBR's were performed in accordance with ASTM D4429, with laboratory CBR's performed in accordance with ASTM D1883. Table 2-6 contains results of field and laboratory CBR tests. AM\7:\21 1)"\nes.RPT -14- Table 2-6 In -Situ and Laboratory CBR Results TestPit Test Feld CBR Lab CBR Lab CBR Soaked Lab Depth @ 0.1"/0.2" Moisture Compaction CBR (tt) Content (%) 0.1 "/0:2" M TP -1 18" 12.8/13.3 2.2 93.0 36/42 3.9 96.5 48/52 6.5 100.0 48/63 TP -2 17" 4.0/3.5 17.6 104.1 9/12 TP -3 17-3/8" 3.8/3.2 18.0 103.0 10/13 TP -4 17-3/8" 15.7/16.3 5.0 93.0 14/17 7.7 97.0 27/27 9.0 99.3 30/35 17-5/8" 19.9/17.4 6.0 136.1 38/50 [:tP-5 6 — 6.9/5.9 — ----- --- The average field CBR for 0.1 " and 0.2" of penetration, was 10.5 and 9.9, respectively. Whereas the average values obtained from the soaked laboratory CBR for 0.1" and 0.2" were 28.9 and 34.6, respectively. No laboratory CBR tests were performed for TP -6. Based upon soil types encountered on-site, the design soil is the SP or SP -SW. The expected range of field CBR values according to the Federal Aviation Administration (FAA) Advisory Circular 150/5320-6C is 15 to 25 for Type SP soils. 2.01.6 Frost Depth Analysis Frost penetration analysis and design is not required for this airfield due to the airport classification as a general aviation airfield and the mild climate. 2.01.7 Existing Flexible Asphalt Pavement Eighteen pavement cores were obtained as part of this investigation. Sixteen along the runways and two in the apron. Pavement cores taken along Runways 7-25 and 12-30 indicate that total thickness of the existing bituminous asphalt and stablized base coarse are quite variable. AIRWA211\00MES.RPT -15- The bituminous pavement thickness along the Runway 12-30 (B-2 through B-10) ranged from 2.8" at B-9 to 4.5" at B-6, for an average of 3.86 inches. The bituminous pavement thickness along Runway 7-25 (B-13 through B-19) ranged from 2.2" at B-18 to 6.7" at B-13, for an average of 4.44 inches. In the area of the current apron, two pavement cores were obtained. The thickness of the pavement was 1.5" and 2.2". Table 2-1 lists results from the pavement core analysis including slurry seal, original top course thickness, macadam coarse thickness, particle -size analysis for the entire core, liquid asphalt content, and subbase thickness. At each of the pavement core locations the thickness of subbase was measured. The subbase thickness along Runway 12-30 (B-2 through B-10) ranged from 4" at B-3 to 8" at B-9, for an average of 5.67 inches. The subbase thickness along Runway 7-25 (B-13 through B-19) ranged from 5" at B-16, B-17, and B-18 to 8" at B-14, for an average of 5.86 inches. Subbase was not encountered at either of the pavement cores in the apron area, B-20 or B -20A. The subbase material appeared to consist of rounded and subrounded uniform size cobbles. The Boring Logs in the Appendix of this report are in error concerning the size of the subbase material. At the Runway 12, 25, and 30 ends, there exists PCC paved overruns. No cores were taken within the PCC pavement areas. The PCC pavements appear to be in fair condition. There were some cracks and surfacial spalling. The runway pavements appear to be in generally good condition exhibiting only minor distress which can most likely be attributed to the age of the pavement. The apron pavement has failed and is beyond repair and in our opinion, requires complete reconstruction. AM%7:%2114)0"ES.Rrr -16- Core # Asphalt Emulsion Slurry Seal; (inches) Top Coarse (inches) Macadam (inches) Total Asphalt Thickness (inches) Subbase Thickness (inches) Sieve Size Percentage Passing 3/4' 1/2' 318' #41 #10 #M:.#E40 #50 X80 #200 46 Uquid Asphalt. Content Runway 12-30 B-2 0.3 2.6 1.5 4.4 6 100 99 96 67 49 35 20 13 7 2.8 4.2 B-3 0.4 2.6 1.3 4.3 4 100 98 94 66 50 36 19 12 7 3.1 4.4 B-4 0.3 2.5 1.5 4.3 3 100 99 95 69 50 35 20 13 7 3.1 4.6 B-5 0.4 2.5 1.3 4.2 6 100 100 96 1 67 48 1 34 21 1 15 10 1 3.6 5.3 B-6 0.4 2.6 1.5 4.5 6 100 100 99 67 48 34 21 15 11 3.7 6.1 B-7 0.8 1.3 1.3 3.4 6 100 100 98 66 50 35 21 16 11 3.9 5.0 B-8 0.2 2.1 1.1 3.4 6 100 100 97 68 51 36 23 16 10 4.3 4.8 B-9 0.4 2.4 xxx 2.8 8 100 99 96 68 49 36 21 16 10 3.8 5.5 B-10 0.4 1.7 1.3 3.4 6 100 100 98 69 50 35 22 15 9 4.1 5.7 Average 0.4 2.26 1.35 3.86 5.67 100 99.4 96.6 67.4 49.4 35.1 20.9 14.6 9.1 3.6 5.1 Runway 07-25 B-13 1.9 3.3 1.5 6.7 6 100 99 93 66 47 34 22 17 10 3.8 5.0 B-14 0.4 2.8 1.7 4.9 8 100 100 94 65 46 34 23 17 9 3.8 4.9 B-15 0.4 2.7 1.6 4.7 6 100 99 94 69 52 38 26 17 9 3.4 4.6 B-16 0.4 3.2 1.2 4.8 5 100 100 98 69 52 40 26 18 9 3.0 4.5 B-17 0.2 2.5 1.5 4.2 5 100 100 97 70 51 38 25 20 14 4.9 5.7 B-18 0.4 1.8 xxx 2.2 5 100 100 98 73 52 37 26 20 15 5.4 6.0 B-19 0.5 1.9 1.2 3.6 6 100 100 100 98 70 51 38 27 21 14 xxx Average 0.6 2.6 1.45 4.44 5.86 100 99.7 1 96.3 72.9 1 52.9 38.9 1 26.6 19.4 1 12.4 5.5 5.1 Apron Section B-20 0.3 1.2 xxx 1.5 0 100 100 95 92 86 72 52 29 19 10 xxx B -20A 0.3 1.9 xxx 2.2 0 100 100 96 91 85 70 53 31 21 11 xxx Average 0.3 1.6 xxx 1.85 0 100 100 95.5 91.5 85.5 71 52.5 30 20 10.5 xxx AIR\7:\211\006\DES.RPT -17- 2.02 CONCLUSIONS AND RECOMIENDATIONS Based upon the findings of the pavement and soils investigation program, the following conclusions and recommendations are provided: 2.02.1 Conclusions 1. According to the Federal Aviation Administration (FAA) Advisory Circular 150/5320- 6C, the critical soil with the lowest expected field CBR value is the SP or SP -SW. 2. From the field boring program it was discovered that there is no subbase material beneath the flexible pavement in the apron. 3. The average thickness of subbase under runway 12-30 and runway 07-25 was 5.67" and 5.87", respectively. The total asphalt thickness including the slurry seal, top course, and macadam for runway 12-30 and 07-25 was 3.86" and 4.44", respectively. The apron section does not have a subbase course and the total asphalt thickness averaged 1.85". 4. The existing aircraft parking apron has completely failed and cannot be rehabilitated without complete reconstruction. Reconstruction is not recommended, however, because the existing apron is located within the Object Free Area of Runway 7-25. 5. The aircraft parking apron should receive an emulsified asphalt slurry seal to preserve the pavement until a new apron is constructed. 6. The existing Airport pavements should be designed for single gear aircraft with gross weights less than 12,500 pounds. 7. Airport geometrics and design should be in accordance with Approach Category B, Airplane Design Group I standards. 8. Existing runway pavement strengths are greater than 12,500 pounds, single gear. 9. Both Runways 7-25 and 12-30 require bituminous maintenance overlays in order to AM17:U11V 0s.arr -18- correct existing pavement defects. 10. Standard construction unit costs should be increased by 359 to account for the Island's unique location. 2.02.2 Recommendations 1. Considering the actual verses the expected range in CBR values for the Type SP design subgrade soils, the variable soil types and their respective CBR values, as well as their potential for high ground water levels and highly permeable natural subgrade soils, a design CBR of 10 can reasonably be selected for pavement design purposes. 2. Given the permeable nature and structural stability of the subgrade soils encountered, no geotechnical engineering fabric or underdrains are recommended. 3. Rehabilitate Runway 7-25 with a maintenance overlay to a length and width of 1,790 feet and 75 feet respectively. 4. Rehabilitate Runway 12-30 with a maintenance overlay to a length and width of 2,328 feet and 100 feet respectively. 5. Slurry seal the shoulders of both Runway 12-30 and Runway 7-25. 6. Slurry seal the existing aircraft parking apron as a short-term measure to preserve the pavement until the proposed new apron is constructed. 7. Repair the existing concrete pavement overrun slabs to a full depth where appropriate. 8. Seal the existing concrete pavement overrun cracks and joints where appropriate. END OF SECTION -19- SECTION 3 - BASIS OF DESIGN 3.01 PAVEMENT DESIGN Elizabeth Field Airport accommodates aircraft with gross weights of 12,500 pounds or less. craft loadings in excess of 12,500 pounds are not expected in the near future due to the short existing runway lengths. To evaluate the ability of the existing runway pavements to support Airplane Design Group I craft with gross weights less than 12,500 pounds, the required pavement section must be determined d compared to the existing pavement section. FAA AC 150/5320-6C, "Airport Pavement Design and valuation" methods will be utilized in determining the pavement section required to accommodate the esign aircraft. The following pavement design data was developed based upon our soils and pavement vestigation program and the Airport Layout Plan, 1989, and is used to determine the required pavement section: Design Data Design Aircraft: Design Aircraft Gross Weight: Landing Gear Configuration: Equivalent Annual Departures: Subgrade Soil Classification: Subgrade CBR: Subbase CBR: ADMAN Light Aircraft (Design Group I) 12,500 pounds Single 12,000 SM 10 20 -20- To determine the required flexible pavement section, FAA AC 150/5320-6C Figure 5-2, "Design Curves for Flexible Pavements - Light Aircraft" is utilized. The following required pavement section results (refer to Appendix B). Required Flexible Pavement Section Bituminous Surface Course 2 inches Crushed Stone Base Course 3 inches Aggregate Subbase Course 3 inches 8 inches The existing runway pavement section was determined from the results of the pavement investigation program and from a review of record drawings. The approximate average existing runway pavement section is as follows: Existing Flexible Pavement Section (Average) Bituminous Surface Course: 2.5 inches Stabilized Base Course: 1.4 inches Subbase Course: 6 inches Total Pavement Section 9.5 inches A comparison of the existing pavement section with the required pavement section reveals that the types and depths of the material course which together compose the existing pavement section exceeds those of the required pavement section. The existing runway pavement section therefore has a single year pavement strength greater than 12,500 pounds and overlay of the runway pavements to increase strength is not required. If a maintenance overlay of the runway pavements is recommended, the overlay should be to the depth required to establish a smooth well drained pavement surface in accordance with FAA AC guidelines. AIR\7:\21IWOMDESAIT -21- 1 3.02 PAVEMENT GEOMETRICS Elizabeth Field Airport is designed in accordance with FAA Approach Category B, Design Group I standards. The required runway width for a non -precision instrument runway in this category is 75 feet, according to FAA AC 150/5300-13 CHG 1, Airport Design Advisory Circular. Runway 7-25 is currently 75 feet wide with 37.5 feet of paved shoulder along both sides. Runway 12-30 is 100 feet wide with 25 feet of paved shoulder on each side, as requested by the Owner. Both runways shall receive overlays for their entire widths. These overlays are designed to key -in (meet) existing pavement at a distance of 8 feet from the runway edges, into the paved shoulder areas. This allows a separation of 2 feet between new pavement and existing runway (edge) lights. The remaining shoulder widths shall receive an application of slurry seal. 3.03 SURFACE GRADIENTS 3.03.1 Runway Transverse Grades Federal Aviation Administration Circular 150/5300-13 recommends that runway pavements for Approach Category A and B aircraft be crowned in the center and have transverse grades of I to 2 percent to prevent the accumulation of water on the pavement surface. For the design of this project, a transverse grade of 1 % was primarily utilized except where Runway 7-25 meets Runway 12-30. In this intersection the runways transition as required to meet the existing grades and one another. 3.03.2 Runway Longitudinal Grades The Federal Aviation Administration recommends that runway longitudinal grades not exceed ±2% and grade changes not exceed ±2% for runways for approach category A and B aircraft. In design, longitudinal grades and grade changes are attempted to be kept to a minimum. The absence for the need of vertical curves in the runway profile attests to the ' n1A\7:\21BODMDESAPT -22- slightness of grades and grade changes. The proposed centerline longitudinal grade in this project averages approximately 0.12% for both runways. 3.04 DRAINAGE The runway's surface is presently drained by a closed system located along the shoulder area No modifications are required to the existing system for this project. 3.05 SAFETY AREAS The Runway Safety Area for an Approach Category B, Design Group I airport is 120 feet in width and extends 240 feet in length beyond the runway ends, as presented in FAA AC 150/5300-13 CHG 1 Airport Design Advisory Circular. 3.06 MARKINGS When both runways were originally constructed, they were designed for military use and measured 150 feet in width. Currently the Airport is classified as a basic utility airport, Approach Category B, Design Group I. Therefore, a runway width of only 75 feet is required. Runway 7-25 was reduced to 75 feet in width while Runway 12-30 was reduced to 100 feet in width rather than 75 feet at the Owner's request. Reduction of the runway pavement widths require that the runway pavements be marked with runway edge stripes and chevrons. The edge stripes are 18 inches wide and reflect the reduced runway widths. Chevrons measuring 3 feet wide, spaced at 100 feet, and angled 45 degrees from the runway centerline mark the remaining runway pavement that is considered to be unusable shoulder. All pavement markings are designed in accordance with FAA AC 150/5340-1 F, "Marking of Paved Areas on Airports". ,uRWA21IWO" s.Rrr -23- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.07 LIGHTING AND SIGNAGE The existing medium intensity runway edge lights are in excellent condition and do not need to be replaced. The overlay of both runways will not affect existing runway edge light elevations. However, runway threshold lights will require modifications to accommodate the proposed runway overlays. As a result of frequent storm damage in the vicinity of Runway 7 end, this project will eliminate two existing electrical pull boxes and an alternate routing of direct burial cable and rigid steel conduit will be included to provide power to existing obstruction lights at the end of Runway 7. This measure will prevent future damage to the electrical pull boxes, cables and conduit in this area due to intense storm activity. In addition, four new runway intersection signs shall be included in this project. The lighting and sign systems are designed in accordance with FAA AC 150/5340-24, "Runway and Taxiway Edge Lighting", and AC 150/5340-18C, "Standards for Airport Sign Systems." 3.08 FAILURE TO COMPLETE ON TIME Should the Contractor fail to complete the Runway 7-25 & 12-30 Overlay project within 50 working days as stipulated in the Contract Documents, the sum of $1,200.00 per day will be deducted from any money due him. The money shall not be deducted as a penalty, but shall be considered a reasonable portion of damages incurred by the Owner. Such damages include the employment of the Resident Engineer and his assistants on the project. ABWA21 i\oo6\D&s.RPr -24- REFERENCES ARMY TM 5-818-2. 1985. Pavement Design for Seasonal Frost Conditions. Air Force AFM 88-6, Chapter 4. Department of the ARMY and the Air Force. January 1985. ASTM. 1990. American Society for Testing and Materials, Annual Book of Standards. Philadelphia, Pa. FAA Advisory Circular No. 150/5320-6C. 1978. Airport Pavement Design and Evaluation. Department of Transportation, Federal Aviation Administration. 12/7/78. FAA -RD -74-30. 1974. Design of Civil Airfield Pavements for Seasonal Frost and Permafrost Conditions. END OF SECTION AMX7-.\211\WMEs.Rff -25- 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 APPENDICES 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX A GEOTECHNICAL DATA APS dLqb 8 Northeast Testing Division Professional Service Industries, Inc. ' TESTED FOR .lames Leana PROJECT Elizabeth Field Calocerinos S Spina Engineers, P.C. Fischer's Island 1020 Seventh North Street Liverpool. NY 13088 DATE: September. 1991 OUR REPORT NO 091-15039 REMARKS: Asphalt Thickness Core Overlay Top Course Macadam ' B-2 0.3 2.6 1.5 B-3 0.4 2.6 1.3 B-4 0.3 2.5 1.5 8-5 0.4 2.5 1.3 B-6 0.4 2.6 1.5 B-7 0.8 1.3 1.3 B-8 0.2 2.1 1.1 B-9 0.4 2.4 xxx B-10 0.4 1.7 1.3 B-13 1.9 3.3 1.5 B-14 0.4 2.8 1.7 B-15 0.4 2.7 1.6 B-16 0.4 3.2 1.2 8-17 0.2 2.5 1.5 B-18 0.4 1.8 xxx B-19 0.5 1.9 1.2 ' B-20 0.3 1.2 xxx 8-20A 0.3 1.0 xxx PSI A-300.1 RR 2 Box 655 • Whitefield, NH 03598 0 Phone: 603/837-9332 0 Fax: 603/837-9335 Fi Professional Service Industries, Inc. Northeast Testing Division I TESTED FOR: James Leana PROJECT Elizabeth Field Calocerinos & Spina Engineers. P.C. Fischer's Island , 1020 Seventh North Street Liverpool. NY 13088 , DATE: September. 1991 OUR REPORT NO 091-15039 , REMARKS: Maximum Aggregate Size Determination Sieve Size Bit 8883 B8i4 BB=S BB_6 BB=7 BB=8 3/4" 100 100 100 100 100 100 100 , 1/2" 99 98 99 100 180 100 100 3/8" 96 94 95 96 99 98 97 #4 67 66 69 67 67 66 68 #10 49 50 50 48 48 50 51 #20 35 36 35 34 34 35 36 #40 #50 20 13 19 12 20 13 21 15 21 15 21 16 23 16 ' #80 7 7 7 10 11 11 10 #200 2.8 3.1 3.1 3.6 3.7 3.9 4.3 % Liquid Asphaltic Content 4.2 4.4 4.6 5.3 6.1 5.0 4.8 ' Sieve Size BB=9 B-10 B-13 B-14 8-15 B-16 B-17 B-18 3/4" 100 100 100 100 100 100 100 100 , 1/2" 99 100 99 100 99 100 100 100 3/8" #4 96 68 98 69 93 66 94 65 94 69 98 69 97 70 98 73 ' #10 49 50 47 46 52 52 51 52 #20 36 35 34 34 38 40 38 37 #40 21 22 22 23 26 26 25 26 ' #50 16 15 17 17 17 18 20 20 #80 10 9 10 9 9 9 14 15 #200 3.8 4.1 3.8 3.8 3.4 3.0 4.9 5.4 % Liquid Asphaltic Content 5.5 5.7 5.0 4.9 4.6 4.5 5.7 6.0 PSI A -WO -I RR 2 Box 655 9 Whitefield, NH 03598 • Phone: 603/837-9332 0 Fax: 603/837-9335 1 1 1 1 1 1 1 1 AP%dM Professional Service Industries, Inc. %AF Northeast Testing Division TESTED FOR: James Leena PROJECT Elizabeth Field Calocerinos & Spina Engineers. P.C. Fischer's Island 1020 Seventh North Street Liverpool. NY 13088 DATE: September, 1991 OUR REPORT NO 091-15039 REMARKS: Maximum Aggregate Size Uetermination Sieve Size B-19 B-20 B -20A its 100 100 100 3/4" 100 100 100 1/2" 100 95 96 3/811. 98 92 91 N4 70 86 86 N10 51 72 70 #29 38 52 53 #40 27 29 31 #50 21 19 21 #80 14 10 11 % Liquid Asphaltic Content #290 5.1 5.4 PSI A.3W., RR 2 Box 655 0 Whitefield, NH 03598 0 Phone: 603/837-9332 0 Fax: 603/837-9335 ��i Professional Service Industries, Inc. Northeast Testing Division TESTED FOR James Lea► ►d PROJECT t:.I i : abe 1.1 ► f i c, [ d , Calocerinos & Spina Engineers. P.C. Fischer-'-, [slarid 1020 Seventh North Street Liverpool. NY 13088 DATE: OUR REPORT NO REMARKS: 110 cc,nl.r'nt. r,••.i1 t I,i t 111 flt ' Testpit #1 = 20.9% Testpit 112 = 42.7% ' Testpit N3 = .19.3% Testpit 04 -- ;..'6.81. ' Testpit #5 = 2.2% Testpit #6 = .13.0% i 1 1 RR 2 Box 655 • PSI A-00.1 Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 _ Y•t I r r N (, 1 1 - •• LOG OF TEST PIT, TEST TRENCH OR AUGER HOLE Trench or Hole No `P-1 Su to^e Elevation . _ _ _ _ _._ _ _ Date Started Locanon Sha iIdar rf nrjaiy 30 _,..,anon of Bottom_ Date Completed__9/1.o4L--.— Blow Type s 0 Coournt of n ? Field Classification and Description of Material Field Sketch of Test Pa or Test Trench n 0 o Sample Sample Sap m � Excavation 'L Weight Taken '� Z O"-7" 1' iSt, dmk hrcu 1, sa * Orcynics I I I I I 7"-1.1" NbiSt hrcic silty sed 1'- i rr_ 18 i MSt, awge hro n, sand ari silt I I 2'- 8"-32" lrbist, Lan , silty sand and Tavel with boulchm , I , 3 , _ I i i 32"-37' Rust, da&. hm n mffl rs 41- 37"-56' bbist, gey silty f if-e sand I i I I II Gra r dwatpr at 56" after 6 hags I VL-t, =L-y, fine Silty said ( I 5' BDttan af test pit I , i I PROJECT NAME PROJECT NO. Fl izabaffi Field Fisd�Y'S ISlarri Method of E■.a%at-7n ba dd"ne Approximate Dimension 091-15039 Sample Hammer %%eight Groundwater Elevation 56" 13e1Qw TZ111a SaiYJ1d, NY Sample Hammer Drop Logged By DATE 9/10/91 PSI A•IOd14 M r M r r= M= M== r M r M== M� i PROFESSIONAL SERVICE INDUSTRIES. INC./NORTHEAST TESTING DIVISION FIELD CBR TESTS & TESTPIT LOGS i Project: Elizabeth Field. Fischer's Island Date: 9/11/91 Location: off runway 30 Testpit No.: 1 CBR No.: 1 ' Depth: 18" Type of Soil: sand and gravel Dry Damp Wet Saturated Gauge Reading Dial A Dial B Dial C 66 .90 .91 .90 80 .75 .76 .75 -- --18" 100 .50 .48 .49 ' 2' 120 .25 .24 .25 130 .00 .96 .95 3' _ 140 .75 .73 .75 ' 160 .50 .48 .50 4' 170 .25 .22 .25 185 .00 .95 .96 — 5' Jack: Dudgeon Gauge: 0-3000 ' B5019-1 Remarks: Gauge I.P. 50 Loam 2" — 6' Reddish brown. fine sand and.silt with ' gravel to cobbles 2"-18" i== 7' a 8' 1 Performed By Haaa/Erickson 1=7 AM 9.%- N Professional Service Industries, Inc. r�� Northeast Testing Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL TESTED FOR: James Leana Calocerinos & Spina Engineers, P.C. 1020 Seventh North Street Liverpuol, NY 13088 DATE: December 18, 1991 120 7n 119 Z LU 118 0117 11ru. 115 PSI A-11004 PROJECT: Elizabeth Field - Fischer's Islarxi OUR REPORT NO.: 09 1-1 5039 TEST DATA 1:;!i1i;; Visual Classification: Si I Ly sand wit.11 cobbles I `` jilll � f iit jlilljiii itis " tiij lij Sample Source: TeSLpi L #I Method of Test ASTM D698 MERLhod D Ili it I't Eiii;::!: Test Results: PLD -1197A I 1 i Ilf I 1111 li; t li?i:' H . ..... Maximum Dry Density: 119.5 lbs/ft.' Optimum Moisture Content: 10.5 % !� lillj �ii.l j ifl yC� I ��I�I'tij 'c i;ii !iii i!i HOW Atterberg Limits: 1;: if 1: 1!! . Liquid Limit: Plastic Limit: ,PI: 1 1 1 ...... .... 11: iii iii ..... ......... .. iti i, Iii ii: II iii:-- ... :;::::::: ::::::::! it ......... ......... ... . ......... ... I, li......... ..... ..... ......... ......... ....... ... . ..... ::;:::: :it I, ii::'w: :: ....... ... ........ .... .... . . " ... * ..... I.: ...... ........ ......... ... i iii .. ......... ......... ......... ...... iii Ili it t li''ii li Iii........ ......... .!i iii I iij II' jj if :;:::I::: :::::I:; iii!. 111;j;j! ;:::I: ... ......iii t It ..... ......... ..... !it ::::: :;;;: .C „ '... ;-1 1 ........ .... i. 1...... ........ ....... iit'ri ....... ...... lit. ......... iii' ....... ......... 1; 1 if 1 i:::: l:::::::: 1 1:!::;: ::::: �::: ...... . . .... ... ...... ........ ....... . ... ....... amp"jj ;jilt, .li 7tl * " �:: !::!;: ii 1::: 1;! 1; i I i 11:::::: .. ........ ......... li 7iiliilii : .... .. ......... ....... iii 1'... ......... .. ii ill til......... ...... ........ ......... .iii ..... ...... ii .... ......... ..... . ......Iii ......... ... 11 IVYiI I i 1! F i .. ..... i1:i ....... ........ ... ... I It'n .........i. ........... I ..... ..... iji . ....... ill •li,.... ......... ii ill iI „Illi"I''ii ::::!:;;;:::::.::;:::::!:::;:; . ........ ........ ......... ......... .. t. I IIII .I fIilljji I'Iit II fill t. iii Ii II iii :f I. .......ljflj .t .. ........ ....... .....iii I ,i iii ii li ill j 'III (' 1 I. i II I. 1 tl I II 'ii 'I' :lI'Ii tli il:! n : i:ili!III 1,11, Il ( :lilil{i ii ;III it:lii;t til il'i' '.(..1 hili I'i 8 9 10 11 12 13 14 15 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Proressional Service 710—stries, Inc. R.R. 2, Box 655 • Whitefield, NH 03598 9 Phone: 6031837-9332 0 FAX: 603/837-9335 I I 11 I I I I I 19slI&AF;jrofess Pional Service Industries, Inc. iNortheast Testing Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL �ESTED FOR: James Leana PROJECT: Elizabeth Field Calocerinos 6 Spina Engineers, P.C. Fischer's Island 1020 Seventh North Street Liverpool, NY 13088 TE: September, 1991 128 OUR REPORT NO.: 09 1-1 5039 TEST DATA r rIj`r rr Visual Classification: Silly saix1 will CObb1cis I!(� Sample Source: •testP it #1 Method of Test ASIM 1557 Method D Test Results: PLD -1197 11 , Maximum Dry Density: 134.8 lbs/ft.' Optimum Moisture Content: 6.5 iii 1I Atterberg Limits: 'iif 1 i i l c l Liquid Limit: j "• - ,1r-.rr ifi ii;;il;l; ;Ili •!i .t:.l i , ! '!1 f ! it Illi ,Plastic Limit: PI: luii rSI- r; - iiii i'- i .i. 1 Iii; .ri 'c i ct' f r i.i i ..:;ii: t (fi�) I� llllil � �;iil� � �Ifi!i�l il�i ► �►, •i11I Il T�j•I lli;�I`I it Iii ;it f. ,I�! i.r !` (roc I'll:i ,r� Ilitrriit Iii it ("I;u`; '' (i t Il II (I;i;ii ii;iiii 1! ;i,,Il t� t II i 2 4 6 8 10 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Professional Service Industries, Inc. PSI A-100-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 i i OUR REPORT NO.: 09 1-1 5039 TEST DATA r rIj`r rr Visual Classification: Silly saix1 will CObb1cis I!(� Sample Source: •testP it #1 Method of Test ASIM 1557 Method D Test Results: PLD -1197 11 , Maximum Dry Density: 134.8 lbs/ft.' Optimum Moisture Content: 6.5 iii 1I Atterberg Limits: 'iif 1 i i l c l Liquid Limit: j "• - ,1r-.rr ifi ii;;il;l; ;Ili •!i .t:.l i , ! '!1 f ! it Illi ,Plastic Limit: PI: luii rSI- r; - iiii i'- i .i. 1 Iii; .ri 'c i ct' f r i.i i ..:;ii: t (fi�) I� llllil � �;iil� � �Ifi!i�l il�i ► �►, •i11I Il T�j•I lli;�I`I it Iii ;it f. ,I�! i.r !` (roc I'll:i ,r� Ilitrriit Iii it ("I;u`; '' (i t Il II (I;i;ii ii;iiii 1! ;i,,Il t� t II i 2 4 6 8 10 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Professional Service Industries, Inc. PSI A-100-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 rrvresmonai service inausmes, inc. Northeast Testing Division TESTED FOR: James Leana PROJECT Elizabeth Field Calocerinos b Spina Engineers, P.C. Fischer's Island 1020 Seventh North Street Liverpool. NY 13088 DATE REMARKS: Testpi t No. 1 Maximum Ory Density (p.c.f.) Optimum Moisture (t) OUR REPORT NO 091-15039 134.8 6.5 Pt. No. 1 Pt. No. 2 Compaction 93.0 96.5 Dry Density before soaking (p.c.f.) 125.4 130.1 Moisture Content before soaking (t) 2.2 3.9 Dry Density after soaking (p.c.f.) 125.0 129.5 Moisture Content after Soaking (t) 7.6 9.4 Swell 0.06 0.1 CBR @ 0.1" 36 48 CBR @ 0.2" 42 52 PSI A-300- RR 2 Box 655 • Whitefield, NH 03598 1 1 1 1 1 Pt. No. 3 ' 100.0 134.8 65 131..5 10.4 0.39 , 48 ' 63 0 Phone: 603/837-9332 • Fax: 603/837-9335 Professional Service Industries U n 'Np U Q PI C Soo 93.0-1. dompar-+10.I c 8 (E O,1" . I(., �) = Ic— 3v n 8 2 @ O.2 9�.5 "lo Com poc�'ion C 82 a O.I"= loo Liso C ."') = y 8 C 8C 0.2'' a Icc (7 b3 $Z.2 I� s) X00'1- C...►,p4�o.� C a e 0 .2. 15.0 co.✓« ted o peAC.iyaI iuh cw�� s �� ✓•cam tcd 'ROJECTNAME F'­iShe,'c Load, al o.t PROJECT NO GATE %sf� , Na i Professional Service Industries, Inc. Northeast Testing Division TESTED FOR: James Leana PROJECT: Elizabeth Field — Fischer's Island Calocerinos & Spina Engineers. P.C. 1020 Seventh North Street Liverpool. NY 13088 DATE: September 12. 1991 REMARKS: Mechanical Analysis of Soils GRA -1822 Test pit #1. silty sand with cobbles SIEVE % PASSING 4" 100.0% 3" 95.2% 1 1/2" 92.3% 1" 88.7% 3/4" 86.4% 1/2" 84.4% #4 76.4% N10 66.4% #20 59.3% 1140 52.0% $60 41.6% 1180 36.6% #100 30.1% 11200 16.1% PAN 0% REMARKS: (3) .opies a OUR REPORT NO 091-15039 % SPECIFICATION PSI A-300-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 Professional Service Industries ©.IZABEIH FLED) FISCHM'S ISLAM TP -2 M r M M= M== r M M r== M r M M M LOG OF TEST PIT, TEST TRENCH OR AUGER HOLE Trench or Hole No IP -2 Surface Elevation _ Date Started 9/10/91 Location shCL11der Of �IMOY 25 Elevation of Bottom Date Completed 9%10/91 Blow Type 0 Contof of a E Field Classification and Description of Material Field Sketch of Test Pit or Test Trench 0 o Sample Sample a Excavation Mu Weight Taken In Z 0"-5" Mist, dMR bro 1 myrZfs 5"-15" bbist, bruwn, silty -weld and igr-mel with moulders 1'— I 15"-2311 MAst, dark brawi organics (peat) 23"-32" [ hist, orange brawn, rrediun sand ' 32" -Wt' [fit, qrW brain, silty sarld I i I 9'— ter at 52" after 5 harrS I I I 51 I I BOOM of test pit I LLL PROJECT NAME PROJECT NO IIi2abeth Fieldmine Fisdie''s Island A 091-15039 Method of Exca�a' �n Approximate D mens on Sazftld jay ' Sample Hammer Weight Groundwater Elevation 52" below grab DATE Sample Hammer Drop Logged By. 9/10/91 PSI A-IMtH � - a. PROFESSIONAL SERVICE INDUSTRIES. INC./NORTHEAST TESTING DIVISION FIELD CBR TESTS & TESTPIT LOGS Project: Elizabeth Field, Fischer's Island Date: 9/11/91 r Location: intersection - runways #25.#12.#30Testpit No.: 2 CBR No.: 2 Depth: 17" Type of Soil: Brown sandy peat Dry Damp Wet Saturat d Gauge Reading Dial A Dial B Dial C 26 .90 .94 .92 1' 31 .75 .75 .75 17" ' 38 .50 .50 .52 — 2' 40 .25 .26 .26 , ' 40 .00 .02 .10 3' 44 ..75 .75 .77 4' ' ' 46 .50 .55 .49 46 .25 .31 .31 51 .00 .05 .04 5' 'Jack: Dudgeon Gauge: 0-500 85019-1 ' Remarks: Gauge I.P. 20 Loam 2" - dry 6' Reddish brown. fine sand and silt with , gravel to cobbles 2" - 10" - dry gown sandy peat - damp , a!!t , 7- s' Performed By Haag/Erickson 1 1 /'UM: Professional Service Industries, Inc. ' Northeast Testing Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL �ESTED FOR: James Leana PROJECT: E1 izabetli Field Calocerinos S Spina Engineers, P.C. Fischer's Island 1020 Seventh North Street ' Liverpool, NY 13088 LATE: September, 1991 OUR REPORT NO.: 09 1-1 5039 TEST DATA Visual Classification: Loan and silty sand i illitil tlj'i I II kl { t,(! (•ktk�i!i ii!f.i?fi ;lik;;ii il'iiti Sal Me 1' tll It i) ! ,k ii ik;'I' ti ii,.li ii :i{,ii ?i ....... ljl i ill ik' i E! klkiilfEf !kiiiilt iikktfit ii''t?Iii ilk iiil ill, Te, Att jkli?ill Biliii!' li?inti' i:!'i? ?ii !!k!ttlii ;. I �ii I; !. rI ill•ii 1, Ell: :II iii 'Illi i 'I li it 111 it N... II 1 I r i I' ... ......... .... it lit ii i' I I' I: I r 1' llt. I I IL :. T. _ ai »r . .t .1: •i .1 1'It� iii Iiilil ;i it. lil t ,!ril ,.I• il'i ! I;;itilii .t. li .j: Ill it' ;l .I: �liiklkl ill'ikl 7-1 �; .iii. N � �� 'i"1:111 Il! Jii ;t. ,kl iii it ii .l 1 .t k i k i?II li ! I' i(1'1, I I I I if 1 I I I' '1 ;i .1. Hit' i( !II !,! III?i t It! !illi ? 'il ' ii i! It l!?lit tt 14 16 18 20 nple Source: Test Pit lit thod of Test ASIM 1557 Method C t Results: PLC -1198 ' laximum Dry Density: 105.0 lbs/ft.3 Iptimum Moisture Content: 17.9 erberg Limits: iquid Limit: Plastic Limit, ,PI: t? ii iii 'ii iiiiii l? 'i'4' iii ;It li 1' it :i tt ii. - - - rrrt--- .- I11 it i,. ti iii 't' it. 1 ill 'I iliii' •iiiiii . 'tom i' ttt tt I ? ,II .1 t: {: ,Il 'I :I 1: 'i .1 I: ;lil !ill ii i(1. , ?i iii i; lil ?f �HA�®NAA 22 24 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, ' Professional Service Industries, Inc. PSI A-100-1 RR 2 Box 655 • Whitefield, NH 03598 0 Phone: 603/837-9332 • Fax: 603/837-9335 NdProfessional Service Industries, Inc. M6ff�� Northeast Testing Division 1 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL I TESTED FOR: James Leana Calocerinos b Spina Engineers, P.C. 1020 Seventh Nuall SLreeL Liverpool, NY 13088 PROJECT: Elizabeth Field - Fischer's Island I C )ATE: December 18, 1991 OUR REPORT NO.: U91-15039 ' TEST DATA '!!Iii Visual Classification: !await ami si I Ly tialkl , tI L I I ,Ijf� E� E E .E► l it II 1 : t lit !:I' !l:fi' Sample Source: Test piL #2 i 1 l If, i1 �1��i1 i ii !iii rillillli;l! ri;!li;i! Method of Test ASTM D698 Method A Test Results: PIA -I 198A Maximum Dry Density: 96.9 lbs/ft.3 , t j1111 t ! ii t ' :I l! i'iiiiltl Optimum Moisture Content: 14.2 % LL it '! iEfrt Atterberg Limits: lilt illiti(li ti. It i::i:li ilii : Liquid Limit: Plastic Limit: ,PI: - - r V 1 }' t ; 'i'•;i .t i!i iIi .rr i:il.lr ::i iki I'I..l! i � I I tl' Ir'{ It 1 i Il: •'! i:. 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I (I r (!1!tll��i iia l}iii :I�lil,i !i' li Ilr(ifil ti!Ei:�ii ►l�r� ti! irl�l i 1►ii1!Ill :II!!li�i li'!'jtll 1��� ii tl II 1 96 '�1 • L t, L.T..: tt •''•• i t�1,1 '1' i �1 •' 'r'r ' 1 !!1 ' 1, i1fi1 ?1 " t :itl r., iI .:'' r"?. fr1. l itllllil, ii�jlt rt Z I(lI'I{ li 4i l'tiE! iii I:{••� 095 ji:1!i!t 'il i`:!!i il!iili ll�lil li ii ll'till!, liiii'iil Hill I;li t ! ucl !li!'li'r t I' 1; ti . :l11 1' Ei'tti it it l j l,lj �r t►t! i' (! is I'll{l { it l I j �I jl i�i!l!l: i}i i:i:j :t.•E1:; illl:llfi j:i :ll :jitii;. l•! ,tjfl ril4="il iilill t !liti f t;li(i, ii ' tl t jilt j 094 Ii1it '! inti .t i :! 1!r►t!il il: :il 411!t;t •I'll.:1..12: . : ' I I il: Il: 't. :It ' i I1: It " .i::: ::r' :::: '• �::: :iii � r r• i. 1• '1111 t' 'I I't r '!'•: ', •....r, 1i i 1! 1ii'i li! ii ii ill:c:.! Itl tliji.11: !!l, lI: ti i t t l'Iiri lj t ' !; 141'j t ' ! rj• i; all' l ' lI :!tl..l i IIIE i ttli !ii.:i::I 1 t;! I!; 93 iill ti! :f:::1 : ,.I''{I r �>� !l II l ri; irli it ! til I Ij !l!� j ;1jlIii ;�lt '92 f, i! iIlliri !{i+ i I!ti!iiil!i�;'i :dlEtltau�if`lli1 �lE!l{ illlji�l�l,til�til!l I1',1ill1ii,li1!:ii rtrl:l:i i'rlilla :l:iiillliElii il! ti lItj!I,l:IlrIIi!.lI. 1i1i1i li lji�� 1�,lli i i � 'l�!'`k�l+Iilh�ij� 'llr. j!i ii�t••ll:`{ ' i, 1 I �i 1! r it r llll I 'i!:I III I i 'fi:fll •rt i', ia 11'l lllti ! I ill 111 4 1 '! 1 Elil11' 1 :! (�il: iia}llllE (!lti, i'liiE�t !ii1:Ilii illi! li. i' t ! t II i II 12 13 14 15 16 MOISTURE CONTENT, PERCENT OF DRY WEIGHT ' Respectfully submitted, ro esslone ervice n ustries, Inc. R.R. 2, Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 FAX: 603/837-9335 PSI A.100-1 L~moi Professional Service Industries, Inc. AW1i Northeast Testing Division ' TESTED FOR: ,James Leana PROJECT. Elizabeth Field Calocerinos & Spina Engineers. P.C. Fischer's Island 1020 Seventh North Street Liverpool. NY 13088 ' DATE: OUR REPORT NO 091-15039 REMARKS: Testpi t No. 2 Maximum Dry Density (p.c.f.) 105.0 ' Optimum Moisture (%) 17.9 Dry Density before soaking (p.c.f.) 104.1 Moisture Content before soaking (%) 17.6 ' Dry Density after soaking (p.c.f.) 93.0 Moisture Content after Soaking (%) 32.0 ' Swell 1.13 CBR @ 0.1" 9 CBR @ 0.2" 12 PSI A•300-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 Professional Service Industries N V 3•c N v N c A- 190 O.) o. Z- -p, -p1 SiDrA -IpGfleiya +io o (i n ) :�a O. z- ra4-+,- PROJE TNAME JJ —7� PROJECT NO DATE hs hC/ 1 f-O�l Obi n4 /es�,o f Ivu. 2 1 300-7(2) � % Professional Service Industries, Inc. Northeast Testing Division IESTED FOR: James Leana PROJECT Elizabeth Field - Fischer's Island Calocerinos & Spina Engineers. P.C. 1020 Seventh North Street ' Liverpool. NY 13088 LATE: September 12. 1991 OUR REPORT NO 091-15039 �EMARKS: Mechanical Analysis of Soils GRA-1823 Test pit #2. loam and silty sand SIEVE % PASSING % SPECIFICATION 3/8/1 100.0% #4 99.5% #10 98.6% ' #20 97.2% #30 91.4% #60 76.9% ' #80 71.1% #100 64.6% #200 30.4% ' PAN 0$ ARKS: (3) pies: PSI A•300.1 RR 2 Box 655 0 Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 ■■ ■■ = ■ ■' ■■ ■■ ■■ ■■ = r r m r = = = ■ w . 1 1• " /■■■■li�li�if�ri■�Iul�/iii�.:wtllil■�iltln■■■i1111■■■� ' 1 �■■■11111■■�IIIII■■■�Inil►`1■■flnll■■11111/■■� i . �■■■u111�■■■IIIII�■■�illll�\■■titll�■■■Iltll�■■� /■■�11111�■■■Iiil�/■■�Iull�■ �■®nn■■■IIIIn■■■ 1 /■■�u111�■■■lull/■■�UIIIQ�. ■■ittln■■■ ! 1 �■■■�l�l��■■■i�ll��■■�Qll�/■■► ■I■mnQ■■ . ui■1�■lniiii■i�i�iiii■i■�■n�inni■�►�n°ni�mm�■■■ ■ ■■u ■�nmQ■■ . , u■■■lll�I�■■■IIUI/■■�Qn�n■■,Un/l� t■■■11111■■■In11/■■�QIII/■■ not■� !, .1 . �■■■u111�■■■UIII/■■�[n11/�■■68Q■�unQ�■■ �■■■11111■■■In11�■■�II[II�■■■®,Nn�■■UIQ■■■ . �■■■11111■■■NIII/■■ruin/■■■®1'iQ■■IInQ■■■ /■■■11111■■■n111�■■�In11/■Q■BQQ�■�Inln■■■ /■■■I1111�■■■illy/■■�UIII/■■�ilQn■�lnQ/■■■ : , . �■■i■�Itl��■■�■li�l��■i■■■unn■■■■unn�■■tttm■■■■ /■■■I1111�■■�lu��/■■�11111�■■■8i�/■■illlQ■■■ .1 /�■■nll//■■■llli�/�■SMI/t n■�iII1Q • • f 1 1 Field Fischer's Island REPORTElizabah . ■■ ■■ = ■ ■' ■■ ■■ ■■ ■■ = r r m r = = = ■ w Professional Service Industries — LOG OF TEST PIT, TEST TRENCH OR AUGER HOLE Trench or Hole No �`'3 Surface Elevation _ _ .__ Date Staved 9/10/91 Location cin ilder of n11aW 12 Elevation of Bottom Date Completed—9/lII/91 Blow Type = 0 b m o "' Count Sample Weight of Sample Taken a E a 'A Z Field Classification and Description of Material Field Sketch of Test Pit or Test Trench Excavation 1'— 0"-16" hbist, dark brain sandy ogrtics I I I I I I I 16"-33" hoist, orange brant, toed= wild with boulders I : 2_ i I 3311-43" hoist, bract, silty said with a trace of gra A--1 'I I ill 31-- '-4' 41-- 43"-60" -43"--60" hbist, grey bran silt and sand I I I lilt 5 : — Qnxrlo*,_er at 59" after 4 hairs { f 1 I BDttan of test pit I� I � li PROJECT NAME PROJECT NO Elizabeth Field Fisher's Island Southold, NY Method of Excavation backYm Approximate Dimension 091-15039 Sample Hammer Weignt Groundwater Elevation 59 after 4 1 azs Sample Hammer Drop Logged BY DATE - 9/10/91 PSI A-100-14 PROFESSIONAL SERVICE INDUSTRIES. INC./NORTHEAST -rESTING DIVISION FIELD CBR TESTS & TESTPIT LOGS Project: Elizabeth Field, Fischer's Island _) Date: 9/11/91 Location: off runway #12 Testpit No.: 3 CBR No.: 3 Depth: 17 3/8" Type of Soil: Sandy peat Dry Damp Wet Saturated Gauge Reading Dial A Dial B Dial C 26 .90 .88 .86 1' 27 .75 .80 .75 17 3/8" 36 .50 .50 .52 — 2' 41 .25 .32 .25 41 .00 .07 .01 — 3' 42 .75 .81 .65 42 .50 .65 .53 4' 44 .25 .55 .32 45 .00 .97 .97 — 5' Jack: Dudgeon Gauge: 0-500 85019-1 Remarks: Gauge I.P. 25 Loam/grass 1" - dry 6' Light brown, fine to medium sand, trace silt with gravel to cobbles 17" - dry Brown, peat with fine sand 18" - dry 7' e' Performed By Haag/Erickson Professional Service Inaustnes, Inc. Northeast Testing Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL TESTED FOR: James leana Calocerinos & Spina Engineers, P.C. 1020 Seventh North Street Liverpool, NY 13088 PROJECT: EI izabeth Field Fischer's Island DATE: September, 1991 OUR REPORT NO.: 091-15039 - I 5 Lu U 104 2 i 103 to m 102 97 96 TEST DATA Visual Classification: Sarin with state and Si I L ! , r;r; Sample Source: fest Pit #3 E!il!c; Method of Test ASIM 1557 Method D i ill;ll: Test Results: PLD -1199 - i=t Maximum Dry Density: 103.5 lbs/ft.3 tii!'ili! Optimum Moisture Content: 18.3 lith; Atterberg Limits: Liquid Limit: Plastic Limit: ,P1: -.i - T T T ; : :rc;; tt, :ti I: iil Illl,ll;t ;Ilf: iiI : !... iii Ili i :t. 'I �ii'iiI :i!ii, 'f;tiij !'.!lil� •j Iji III. {!Ili it 'lili!i(i i( roti! •tl: ilii! ii ;iil,tf! u:.t: ;ilii'I: ti!ijll � �! I.(III i ;I!i(t li Ij. I►,'1 •liil :!..iil! `li.. !t;I;.j .,,.tl,! It'tli�l f I {.t iit 'tl l�� �f :}t::ti. `!t'ir`'t' :ri;; it:.:.:t I{: it :•::.i�{t;i,t tT.�t�t. !�t t ' ' t(� !.t tt.! tt i •t.l 'ijj i;i�'I' � i.:: I , ' I I ! is i •:•• t.t•' „ i•, ;hili .t I t (� 1 IfIIIII: :4. if I��► '; t :iiit�ti! I';'it „ ::: ,l; '!ll'li. �! t,l,( i� ; i ; r !�lt ; li't i t �! i!li!tttt :I..:•� ; ..:!i:. j' t ' f i tfi• '!i �!' !!III if: � yf t !14 i •t• illiFii il. t I ill ! iti!ii.i !!,.tit t II It i j(!tli i' 'I' t I!I• tii! i!f' :! ill iii t{I' i!lirtll !' tt � � i i! ' t I it �i� •I •:i'li II Ili !! !.! II(lil ,( ii(,I;' � , , , illi! � i itlt I 1i �• '!ilii !liii t► i� �'! t� !!ji!(`il I�i(i1 1. I� 1 i ;!r !� fi l 1} ilir;•lj ttl�lfii i;jt t ':'t:t;'I !tjil ff IfI i {li' !� .l tl�lc il!lill� llllll ii I k ,1 1 t I { I.Ilillil Illifl,{t tl,....tf i t,....,,, .,Itt,...:tl(liit il,.,i�.l l i II �Il�►I! f ►� 14 16 18 20 22 24 MOISTURE CONTENT, PERCENT OF DKY WEIGHT Respectfully submitted, Professional Service Industries, Inc. ' ?st A -too -t RR 2 Box 655 : Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 oil TEST DATA Visual Classification: Sarin with state and Si I L ! , r;r; Sample Source: fest Pit #3 E!il!c; Method of Test ASIM 1557 Method D i ill;ll: Test Results: PLD -1199 - i=t Maximum Dry Density: 103.5 lbs/ft.3 tii!'ili! Optimum Moisture Content: 18.3 lith; Atterberg Limits: Liquid Limit: Plastic Limit: ,P1: -.i - T T T ; : :rc;; tt, :ti I: iil Illl,ll;t ;Ilf: iiI : !... iii Ili i :t. 'I �ii'iiI :i!ii, 'f;tiij !'.!lil� •j Iji III. {!Ili it 'lili!i(i i( roti! •tl: ilii! ii ;iil,tf! u:.t: ;ilii'I: ti!ijll � �! I.(III i ;I!i(t li Ij. I►,'1 •liil :!..iil! `li.. !t;I;.j .,,.tl,! It'tli�l f I {.t iit 'tl l�� �f :}t::ti. `!t'ir`'t' :ri;; it:.:.:t I{: it :•::.i�{t;i,t tT.�t�t. !�t t ' ' t(� !.t tt.! tt i •t.l 'ijj i;i�'I' � i.:: I , ' I I ! is i •:•• t.t•' „ i•, ;hili .t I t (� 1 IfIIIII: :4. if I��► '; t :iiit�ti! I';'it „ ::: ,l; '!ll'li. �! t,l,( i� ; i ; r !�lt ; li't i t �! i!li!tttt :I..:•� ; ..:!i:. j' t ' f i tfi• '!i �!' !!III if: � yf t !14 i •t• illiFii il. t I ill ! iti!ii.i !!,.tit t II It i j(!tli i' 'I' t I!I• tii! i!f' :! ill iii t{I' i!lirtll !' tt � � i i! ' t I it �i� •I •:i'li II Ili !! !.! II(lil ,( ii(,I;' � , , , illi! � i itlt I 1i �• '!ilii !liii t► i� �'! t� !!ji!(`il I�i(i1 1. I� 1 i ;!r !� fi l 1} ilir;•lj ttl�lfii i;jt t ':'t:t;'I !tjil ff IfI i {li' !� .l tl�lc il!lill� llllll ii I k ,1 1 t I { I.Ilillil Illifl,{t tl,....tf i t,....,,, .,Itt,...:tl(liit il,.,i�.l l i II �Il�►I! f ►� 14 16 18 20 22 24 MOISTURE CONTENT, PERCENT OF DKY WEIGHT Respectfully submitted, Professional Service Industries, Inc. ' ?st A -too -t RR 2 Box 655 : Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 t+ff Professional Service Industries, Inc. IAM �, Northeast Testing Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL �ESTED FOR: Janes Lean Calocerinos & Spin Engineers, P.C. 1020 Seventh North Street 1 Liverpool, NY 13088 LATE: December 18, 1991 t O U (-125 124 } 123 122 121 PSI A.100-1 PROJECT: Elizabeth Field - Fischer's Island OUR REPORT NO.: 09 1-1 5039 TEST DATA Visual Classification: Sand wi sh stone and si I L Sample Source: Test pit #3 Method of Test Agny Dfi98 VeLhod D Test Results: 171 D-1 199A Maximum Dry Density: 124,8 lbs/ft.: Optimum Moisture Content: 9,2 Atterberg Limits: Liquid Limit: Plastic Limit: PI: 6 7 8 9 10 11 12 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Froressional Servicenus ries, Inc. R.R. 2, Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • FAX: 603/837-9335 Professional Service Industries, Inc. Northeast Testing Division TESTED FOR: James Leana PROJECT Elizabeth Field Calocerinos & Spina Engineers. P.C. Fischer's Island 1020 Seventh North Street Liverpool, NY 13088 DATE REMARKS: Testpi t No. 3 Maximum Dry Density (p.c.f.) Optimum Moisture 0..) OUR REPORT NO 091-15039 103.5 18.3 Dry Density before soaking (p.c.f.) 103.0 Moisture Content before soaking (3) 18.0 Dry Density after soaking (p.c.f.) 98.9 Moisture Content after Soaking 23.5 Swell 1.24 CBR @ 0.1" 10 CBR @ 0.2" 13 PSI A -3W-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 N�� Professional Service Industries, Inc. Northeast Testing Division i TESTED FOR: James Leana PROJECT Elizabeth Field - Fischer's Island Calocerinos & Spina Engineers, P.C. 1020 Seventh North Street Liverpool, NY 13088 DATE: September 16. 1991 OUR REPORT NO 091-15039 REMARKS'• Mechanical Analysis of Soils GRA -1824 Test pit M3, sand with stone and silt SIEVE % PASSING % SPECIFICATION 31' 100.0% 2's 96.9% if$ 88.1% 3/411 84.3% 1/2" 81.3% #4 74.4% 1110 70.1% #20 62.3% #40 50.6% $60 37.5% 1180 30.9% 11100 25.7% 11200 15.0% PAN 0% REMARKS: (3) Copies: PSI A -3W -I RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 Professional Service Indusbies ELIZAB M FIRD FISCHER'S ISLAND TP -4 z9a: M777:1111 970 rr-1 ".24M LOG OF TEST PIT, TEST TRENCH OR AUGER HOLE Trench or Hole No TPI -4 _ Surface :levation ,_- --- -- Date Slaned—.-9f1�f�1---------- Lo:abon _ ShaAcI-r Of rgww 12 _--__-- .,, ,on o1 Bottom------- — --- -- Date Completed-3/10/91— ompleted-3/ll91--t C Blow Type - Count of � a Feld Classification and Description of Material Field Sketch of Test Pit or Test Trench 0 o or Sample Sample a Excavation Weight Taken 0 Z Oft= 5" Nbist chic b 5"-19" Nbist, crdnge bran, nrdnm sard and gravel 191!-531 Mist, brant, sand and gravel with baslders and cdbles I t 3' -- I i I I I s at 51" after 4 hairs I Nbist:, araxp brawl, sand and albles 5' — Fbttml Cf test pit PROJECT NAME PROJECT NO. Elizabeth Field Method of Ex--a.ar:)n baCkIre Approximate Dimension 091-15039 Flsd-er'S Island Sample Hammer Weight Groundwater Elevation 51" WCW QWa3-- Sar tYJld, NY Sample Hammer Drop Logged By - DATE 9/10/91 %'SI A•100.14 ■ PROFESSIONAL SERVICE INDUSTRIES. INC./NORTHEAST TESTING DIVISION FIELD CBR TESTS & TESTPIT LOGS Project: Elizabeth Field. Fischer's Island Date: 9/11/91 Location: off runway 1112 Testpit No.: 4 CBR No.: 4 Depth: 17 3/8" Type of Soil: Fine sand. trace of silt Dry Damp Wet Saturated Gauge Reading Dial A Dial B Dial C 70 .90 .90 .91 1' 90 .75 .75 .74 17 3/8" 115 .50 .50 .51 - 2' 140 .25 .25 .23 155 .00 .00 .95 3' 180 .75 .77 .73 200 .50 .47 .52 4' 210 .25 .23 .28 240 .00 .97 .02 5' Jack: Dudgeon Gauge: 0-500 85019-1 Remarks: Gauge I.P. 45 Sandy loam 1" - dry 6' Reddish brown. fine sand with silt and trace organics with gravel to cobbles - dry to 18" 7' 8' Performed 8y Haag/Erickson ' �� 19%MA Professional Service Industries, Inc. ' r Northeast Testing Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL TESTED FOR: James Leana PROJECT: Elizabeth Field Calocerinos b Spina Engineers, P.C. Fischer's Island 1020 Seventh North Street ' Liverpool, NY 13088 ,DATE: September, 1991 OUR REPORT NO.: 091-15039 TEST DATA L a rn 122 ~ 121 log 120 } r 119 b 8 10 12 14 MOISTURE CONTENT, PERCENT OF DRY WEIGHT ' Respectfully submitted, Professional Service Industries, Inc PSI A-100-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 I� ITV � IIIII VII B � IN i IN � VV b 8 10 12 14 MOISTURE CONTENT, PERCENT OF DRY WEIGHT ' Respectfully submitted, Professional Service Industries, Inc PSI A-100-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 j/`79 MlIk"9 Professional Service Industries, Inc. Northeast Testing Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL TESTED FOR: James Leana Calocerinos & Spina Engineers, P.C. 1020 Seventh North Street Liverpool, NY 13088 PROJECT: Elizabeth Field - Fischer's Island DATE: December 18, 1991 OUR REPORT NO.: 09 1-1 5039 I I I I I I TEST DATA Visual Classification: Sandy silty gravel Sample Source: 'rest Pill. 114 Method of Test ASTM D698 ME'LlI(XI C it Hillitill .. .. I I r{ ilif�i ��II !I!i��i( ii!lil' 'i!:I:tii Test Results: PLC -1200A Maximum Dry Density: 109.3 lbs/ft.3 Optimum Moisture Content: 7.9 % 0 .. ....... ......... ......... Atterberg Limits: ... ......... Liquid Limit: Plastic Limit: PI: {II.... ...... Tlr�..7114 i- III ......... ... ......... ....... . ....... it 1 li iii II Iii . ......... .. . ..... ........ ......... ......... ....... ......... ......... .. IIii Lw: W a_ 110iii iii II ii ill. it ii ti ... ......... ... ..... . ..... ......... ...... .. ......... .. i,I III!ltii Ili ailii1. iii 1... ......... ......... .111 ....... II ;i'lil III l iii ........ .... II iii iii ii Mlil........ .. ....... ......... .. .. ... .... ......II !::.: ...... ......... . li' i. ... ....... II. is.. ......... ... ill ... ......... :;::::::: ::::::::: ::!:: ::: 1: : I::: I It 1:::::: 109 ......... ...... ...... ...... il ..... . ...... '11........ ......... .i' iiiiii li it ii iii ii. Z'III; iii II Ili lit.fiifi ittlitIii it . ..... I it "Hill L."Itt ... ... ..... e rr ilk > ... .... ... ... ... ..... . I ...... ...... ...... ......... ... I ......... ......... ......... Cr.I.iiii!. iii ti O 108 iiiii 11 .............ii .iii ......... :I:t ..... ...... 'i1 li ......... .. I ...... .. ... ..... I. ......... .. .. .... t: iii .. ......... ... I. Iii I fill...... .. .. ..... I it it It; i:: I II ... ........ j!.; it l ill It -t ... —tti, .... . I I I 1... 1.1: :!::::: . ......... ......... I. itiiiili 'I Iii iii it I" .... .. IiI III ..II Ili Iii .. ...... I Ill }! lI 107IIJ..... .i: iIiIi Ii iiii ii II ki .........tI 4. lii1. ......... .. .. ...... .... 1. = ii: iiii!i;li I '-! -, I � u1 .Ijl ' 5 6 7 8 9 10 11 12 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Proressionai aervice ina tries, Inc. R.R. 2, Box 655 • Whitefield, NH 03598 • Phone: 6031837-9332 0 FAX: 603/837-9335 1 PSI A-100-1 Professional Service Industries, Inc. ' Northeast Testing Division �ESTED FOR: James Leana PROJECT Elizabeth Field Calocerinos & Spina Engineers, P.C. Fischer's Island 1020 Seventh North Street Liverpool, NY 13088 TE: OUR REPORT NO 091-15039 rEMARKS: Testpit No. 4 Maximum Ory Density (p.c.f.). 122.0 ' Optimum Moisture 9.5 Pt. No. 1 Pt. No. 2 Pt. No. 3 Compaction (t) 93.0 97.0 99.3 Dry Density before soaking (.p.c.f.) 113.5 118.3 121.9 Moisture Content before soaking (%) 5.0 7.7 9.0 Dry Density after soaking (p.c.f.) 114.7 117.2 118.3 Moisture Content after Soaking (.) 13.0 15.0 13.9 Swell 0.17 0.1 0.04 ' CBR @ 0.1" 14 27 30 CBR @ 0.2" 17 27 35 S1 A•3W•i RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 Professional Service Industries 0 C O Ca-- PROJECTNAME ,.BOO., (Z) q 5-01- cou►faGT�o'i CBC @ o.t' = loo Cie C� o.l'� Ion i Zov/ Z7 331.1 Z C. 5 140u 94.3 . &-,m poc.47o.1 C32 Q 30 0132 0.2" = 100 SZo \ z 34.1 Cofrc,r4-od o. k" �ZAQ.}7'ct 7 i orl �j . eUi✓d,s eoelreotcd 4, Ca4Ga✓C ��oku.s s/, pt � I O. Z Co,tea e,J o.2' PROJECT NO. DATE hM% Professional Service Industries, Inc. ' W%&1! Northeast Testing Division 1 'TESTED FOR: James Leana PROJECT Elizabeth Field - Fischer's Island Calocerinos & Spina Engineers. P.C. 1020 Seventh North Street ' Liverpool. NY 13088 ,DATE September 16. 1991 OUR REPORT NO 091-15039 'REMARKS: Mechanical Analysis of Soils GRA-1825 ' Test pit N4, sandy silty gravel SIEVE % PASSING % SPECIFICATION 3" 100.0% 2" 100.0% 1" 93.7% 3/4" 92.2% 1/2" 91.7% 114 91.2% #10 89.7% M20 85.7% $40 76.0% ' 1160 57.2% #80 43.6% X1100 33.0% 11200 14.0% PAN 0% MARKS: (3) lopies: P.O. Box 717, 42A Street • Wilder, VT 05088 • Phone: 802/295-6026 • FAX: 802/295-7153 PSI A•300•1 ■■ m m m m r= r m m== m m r m i= m 1 I 1t " U�■�■Illi►`�I�Ii�Y1111111ilYiYlY111U■��■I[IYln■■■IIIIIU■■■ ' . �■■■IIIIIU���IIIII����IIIIIU■■ �■■■IIIIIU■■IIIIIU■��.!!IIIU■■■QIUI■■IIIIIU■■■ ■■IIIIIU■■� , U■■■IIIIIU■■■IIIIIU■■�111►1U■■�UIDI■■■IlIl1U■■� �■■■IIIIIU■■■IIIIIU■■■IUII\■■■Qin■■■II111U■■■ , ' �■■■UIIIU■■■11111U■■■IIIIIU►\ �■■■IIIIIU■■■IIIIIU■■■IIIIIU■ ■■IIIIIU■■■ ■■Il111U■■■ , ' �■■�UII1U■■■IIIIIU■■�ttlll�■� ■■�tlIIIU■■■ , �■■■IIIIIU■■■IIIIIU■■■tI111U■►� ■�IlI11U■■■ - - U■■�n111U!■■IIIIIU■■■n111U��1 ■■IIIIIU■■■ �■■■IIIIIU■■■IIIIIU■■�lUll�■�.�■t■■■11111■t■ . �■■■IIIIIU■■■IIIIIU■■IIIIIU■■►�8■1■■■t1111��■■ :. . U■■■n111U■■■IIIIIU■■�UI11U■��U![�■�■Iol1U■■� U■■�UIIIU■■■IIIIIU■■■IIIIIU■■� ■■IIIIIU■■■ , �■■■IIIIIU■■■11111�■■�I1I11��■��■[■■■loin■■■ ' �■■■i11111■■■11111�■■■Iliu�■■��8■■■■i1u1�■■■ U■■■11111U�■�IIIIIU■■■It111U■■■►`�■■■IIIIIU■■■ :. . U■■■IIIIIU■■■t1111U■■IIIIIU■■�8►�n�■■IIIIIU■� U■■■11111■■■IIIIIU■■■UlilU■ 'V�■■IUIIU■■■ .I . U■■■11111U�■■IIIIIU■■■IIIIIU■��Qllo�■■ttlin■■■ .1 Field Fischer's Island REPORTElizabeLh OF SOIL ANALYSIS ■■ m m m m r= r m m== m m r m i= m LOG OF TEST PIT, TEST TRENCH OR AUGER HOLE Trench or Hole No IP -5 Su -`ace Eie:atlon _ _ .. 9 10 91 ---- _ _ _. Date Staned —f�—_ Location c Of IUhEiy 25_ nation of Bottom _ Date Completed__ 9/1(l 91 c Blow Type + 0 o Count of a Field Classification and Description of Material Field Sketch of Test Pit or Test Trench 0 o Sample Sample e 3 Excavation u Weight Taken 'n Z �u_1%zrl 1St, dMk hE)An, OTCMUCS 11121/ 1 laght ti um, anise .srW ay' gravel with cdbles and camsirnal badders 2' __ 31 — Ymn mel fill area I 4' — 5' Hotton of test pit PROJECT NAME PROJECT NO. Eli2zbeI old Method of Exca%at,on br lOt? Approximate Dimension 091-15039 Fisdi-z'S Islard Sample Hammer Wegnt _ Groundwater Elevation M groundwater Salrollr W Sample Hammer Drop -- Logged By. B. -Erickson DATE 910/91 lilt='°°'ti■ ■r ■ ■■ ■� ■■ ■ I■ PROFESSIONAL SERVICE INDUSTRIES. INC. NORTHEAST TESTING DIVISION FIELD CBR TESTS & TESTPIT LOGS Project: Elizabeth Field. Fischer's Island Date: 9/11/91 Location: off apron. runway #25 Testpit No.: 5 CBR No.: 5 Depth: 17 5/8" Type of Soil: Sandy gravel and cobbles Dry Damp Wet Saturated Gauge Reading Dial A Dial B Dial C 1' 17 5/8" 21 3' 4' 150 .90 .90 .90 160 .75 .75 .75 150 .50 .52 .50 165 .25 .24 .20 190 .00 .01 .01 205 .75 .75 .80 240 .50 .50 .54 255 25 22 26 260 .00 .01 .00 5' Jack: Dudgeon Gauge: 0-500 85019-1 Remarks: Gauge I.P. 100 Sandy loam 1" - dry 6' Light brown. medium to coarse sand with gravel to cobbles 18" - dry 7' 8' Performed By Haag/Erickson ' I U I Professional Service Industries, Inc. Northeast Testing Division 1 REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL I TESTED FOR: James Leana PROJECT: Elizabeth Field ' Calocerinos b Spina Engineers, P.C. Fischer's Island 1020 Seventh North Street Liverpool, NY 13088 DATE: September, 1991 OUR REPORT NO.: 09 1-1 5039 ' TEST DATA O U. U 138 U y 137 1 m rj 136 h- _ 135 FnZ LU D 134 } 0 133 132 131 Ea 2 4 6 8 /isual Classification: Sandy gravel Sample Source: Test- Pit #5 Vlethod of Test ASTM 1557 Method D fest Results: PLD -1201 - Maximum Dry Density: 137.7 lbs/ft.3 Optimum Moisture Content: 6.2 % 4tterberg Limits: i Liquid Limit: ,Plastic Limit: , Pl: }i !iii r i. iii .ii .t, i; t' .i. I I ; ;I:t..l i' jl •t: i� ii Nit:;ti. i :ii i. 'i. il• ^I: i' ii !i iii iii ! t. ii _il iii :i r: - !i: iii rl .t• .ii ii i;. i�: 111 „{!111 I: :i: 'i !: lli 'li I 1iI.ii 1i !1 Ili : . ;I U iI li 1.;111 ;1tli!. ! .iii iL i! 111:11 ;� 1111; li : i I: i (j 't' 1111.1 1. t;:ti :t ill!. •1•ii iii .I• .i' I, :'1}:1!1'1 liltll ii!iiilti ......! I Illi �_ I.!!• .111 -�t'! _ ....__... ;lt: -tit' III' 10 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Professional Service Industries, Inc. PSI A-100-1 RR 2 Box 655 • Whitefield. NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 TT i t►1� i �4 ��E�Iry ,!i►►s • rii i(: ('1 I lil ii�!}i�'! 41!i!�t; !jil;;t; 4! �! I 141 ij!it, t ; i i'! (� t {Wilt { !! I►ril! 1!ili} Iti'tiiii! I�Illiil; "liilEt! 1� !4i!; I! ili:1:1;1:i: I}}!,jll i; {k1i!i !'i!il i`1'1}1.;;; .!�.i.i,i;li liii 11,1`.f4 i !i1 !i it I:' !1till1h!!::l .4fiilli 111` ill' li}ii 'liti ! i; . ii ;! i►}. ;!ii, !1 ti;l .:�. �� ,1.1111! 'i1i .!j1 1!11:111 1i!; ..i !!il!... ........f ;1111 !! ' :%i « I� :I! i .1; I•'i� .I! :il 11 '1: ii ;I•ul iiii ;• .i� ril.II I' I.tl iii tl t} 1 Ili .1 III li. i iii iii tul .1 �} it 1. Lir ';; ifi li• iil .t 1 ,t11 ' li 't. (( ILII ,. '!'•li 1 :r r• li I. r r: 1. 1. .i; .I L• !ii ii: 1 'r':I '1 ,1 { i 1 1't' II I .1t1 .,, 11 It ., II Ijl i. t If 1 II. I. ( 'l :f �1 !j. I' i i.. I. .1 .li 'l. .1 .iII •i it ! } 11 iit. 1 II .jii. i i,. .1 I,. 1. ii iii i. :1. il. rl r li! jt II tll 11 1 , i!. :(i 11 tl: .i i ,i;irll.l. I ;1 'I •1 iii 1 li }t' , t i' .Ir 4 1 ( 1 ,I. jl it 'i t ! lit r• I tll 1 I I' it I, I 1 i Ir i i I t lI. I I u tI II 11. :1. iii ii; li II.I iC 'II iii I' .1 'l t ll it '},t i. '►i 1 i t' t 'I i I:it I 'l I' :I• t' :1 '1111 1• 111(111 l'itl; 11! .li! U ir�l.li 1 I I. t I' 2 4 6 8 /isual Classification: Sandy gravel Sample Source: Test- Pit #5 Vlethod of Test ASTM 1557 Method D fest Results: PLD -1201 - Maximum Dry Density: 137.7 lbs/ft.3 Optimum Moisture Content: 6.2 % 4tterberg Limits: i Liquid Limit: ,Plastic Limit: , Pl: }i !iii r i. iii .ii .t, i; t' .i. I I ; ;I:t..l i' jl •t: i� ii Nit:;ti. i :ii i. 'i. il• ^I: i' ii !i iii iii ! t. ii _il iii :i r: - !i: iii rl .t• .ii ii i;. i�: 111 „{!111 I: :i: 'i !: lli 'li I 1iI.ii 1i !1 Ili : . ;I U iI li 1.;111 ;1tli!. ! .iii iL i! 111:11 ;� 1111; li : i I: i (j 't' 1111.1 1. t;:ti :t ill!. •1•ii iii .I• .i' I, :'1}:1!1'1 liltll ii!iiilti ......! I Illi �_ I.!!• .111 -�t'! _ ....__... ;lt: -tit' III' 10 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Professional Service Industries, Inc. PSI A-100-1 RR 2 Box 655 • Whitefield. NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 I I -. Professional Service Industries, Inc. ' r�� Northeast Testing Division IREPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL �ESTED FOR: James Leana PROJECT: ElizabeLh Field - Fischer's Island Calorcerinos & Spina Engineers, F.C. 1020 Seventh Nort.h SLreet. Liverpool, NY 13088 LATE: Decenber 18, 1991 OUR REPORT NO.: 09 1-1 5039 TEST DATA (�( E(1� (1 i` j �(', (j� �ljljiii' 'ilt ff; "I'i i' I ! III Visual Classification: Saixily graw I t(�;ift � (��, 111 li ,It!�iii� lili}Itl, i Ii ....... ..... Sample Source: TesL FiL #5 ........ .... i ''.. .;, i. .... ......... Method of Test ASIM 0698 MPLhod D IIIJU 1�fi''� 1; 1; i I i t I I ii, ;;:::i kii�iii! 1::: i!!:: 1;- !:i;:: Test Results: PLD -1201A Maximum Dry Density: 128.7 lbs/ft.3 0 t III 1: 1! ii1t(i ii Optimum Moisture Content: 6.6 % ... II ....... !!Hil M7ii' ....... 7, ...... .. Atterberg Limits: Liquid Limit: Plastic Limit: ,PI: . ......... .. "Ti 7.'* --------- ---- - --- .. ......... ......... .. ......... ....... . ...... .. ......... .. it it .II Ill I, tli ii tl it it t 129 .... .......... ..... ... ......... ......... ...... .. ......... ...... iii i iii . . ......... ..... iit ......... ......... ....... itl .ii ......... .. .. ......... . .. .... .... ... .. . ......... . ... ......... ...... ....... kill I I Hillil 128 .. i. ....... IItI ......... . .... .. 127 Ii . ....... ........ tI li Ii It It I1: is ...... ......... ......... ...... . ...... ......... .. ... ....... . ..... {i! ..... .. ...... .... ,.. ......... ... ...... ......... ..... ..... 126 ........ ... .. ...... -1 iit Iii ........ 7 i. li ..... ......... Iii I . . ....... .. ... ........ ... ....... ..... ....... 125 ....... ...... lilt ....... ..... t 'iIlt ...... . ....... .........iil ffE ....... 124u' iii 11 li 1,! t t tii i 1..: t: It ..... ......... . ........ . . . . . . . . . . H 121 , I =";il :. :. li —ii l . ­ iii4.1� - S. 11 - ", .... ......... ..... ......... .. ...... 11111111 Jill 111; 1ilililI' 1. 1: 1 11 Ili:, I ; I 1: 1. 1 111 .. ........ ........ 3 4 5 6 7 8 9 10 11 12 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, I I UfM37bnz#:3vj, fte Yi,dbafries, Inc. R.A. 2, Box 655 0 Whitefield, NH 03598 0 Phone: 603/837-9332 • FAX: 603/837-9335 PSI A-100-1 F L Professional Service Industries, Inc. Northeast Testing Division ' Ll TESTED FOR: James Leana PROJECT Elizabeth Field ' Calocerinos & Spina Engineers. P.C. Fischer's Island 1020 Seventh North Street Liverpool. NY 13088 DATE: OUR REPORT NO 091-15039 , REMARKS: Testpi t No. 5 Maximum Dry Density (p.c.f.) 137.7 Optimum Moisture (%) 6.2 ' Dry Density before soaking (p.c.f.) 136.1 Moisture Content before soaking (3) 6.0 Dry Density after soaking (p.c.f.) 134.9 Moisture Content after Soaking (x) 8.0 Swell 1 0.15 CBR @ 0.1" 38 CBR @ 0.2" 50 P.O. Box 717, 42A Street • Wilder, VT 05088 • Phone: 802/295-6026 • FAX: 802/295-7153 PSI A•300.1 Professional Service Industries PROJECT o.� o. L C7 PROJECT NO. DATE rProfiessional Service Industries, Inc. Northeast Testing Division , TESTED FOR: James Leana PROJECT: Elizabeth Field - Fischer's Island ' Calocerinos b Spina Engineers. P.C. 1020 Seventh North Street Liverpool. NY 13088 DATE: September 16. 1991 OUR REPORT NO 091-15039 ' REMARKS: Mechanical Analysis of Soils GRA -1826 Test pit #5, sandy gravel SIEVE % PASSING % SPECIFICATION 3" 100.0% 2" 100.0% 1" 78.3% 3/4" 70.3% 1/2" 61.3% #4 45.2% #10 34.8% #20 21.2% #40 9.7% #60 4.8% #80 3.0% #100 2.0% #200 .9% PAN 0% REMARKS: (3) Copies: PSI A -3W -i RR 2 Box 655 0 Whitefield, NH 03598 0 Phone: 603/837-9332 0 Fax: 603/837-9335 -M --o Agor : . / jr. M l P 4a,zciev l QaeArb IMircfr"c LOG OF TEST PIT, TEST TRENCH OR AUGER HOLE Trench or Hole No MTM _ Surface Elevation Date Started 9 1001 Location by boriM #21 Elevation of Bottom _ Date Completed 9/10/91 Blow Type L 0 e Coornt of n D Field Classification and Description of Material Field Sketch of Test Pit or Test Trench 0 o Sample Sample a z Excavation G W Weight Taken to Z 0"-5" A bist, dLdk brC M 1 QrgaruCS Nbist, boom, silty nBdn n salrld and graml with adbles 1' 5"-28n 2' I t I I Mist, arm hraai, coarse sarrl aril gravel with a±bles 31 28"-60' 1 If 41 I 1 T. ( I aott of test pit PROJECT NAME PROJECT NO IIizabeth Feld Method of Exca�at.on Approximate Dimension 091-15039 Fischer's Tslarrl Sample Hammer Weight Groundwater Elevation no groundwater Southold, NYB. Sample Hammer Drop Logged By Erickson DATE 9/10/91 PSI A -IOD -14 I PROFESSIONAL SERVICE INDUSTRIES. INC./NORTHEAST TESTING DIVISION FIELD CBR TESTS & TESTPIT LOGS Project: Elizabeth Field. Fischer's Island Date: 9/11/91 Location: by boring #21 TTestpit No.: 6 CBR No.: 6 Depth: 20" Type of Soil: Fine sand Ory Damp Wet Saturated Gauge Reading Dial A Dial a Dial C 55 .90 .50 .48 65 .75 .75 .78 ----20" 70 .50 .50 .46 — 2' 70 .25 .25 .28 75 .00 .00 .05 3' Be ..75 .75 .75 80 .50 .50 .48 4- 82 .25 .26 .24 85 .00 .00 .00 5' Jack: Dudgeon Gauge: 0-500 B5019-1 Remarks: Gauge I.P. 50 Loamy sand 1" - dry 6' Dark brown/grey, fine to coarse sand (fill) with gravel to cobbles 20" - dry 7' 8' Performed By Haag/Erickson [A~moi Professional Service Industries, Inc. wNortheast Testing Division REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL ESTED FOR: Janes Lean CaLuceritus 5 Spina Engineers, P.C. 1020 Seventh Nortll SLn-eL Liverpool, NY 13088 TE: September 30, 1991 v U 122 121 _ 120 19 } 118 117 ' 116 2115 PROJECT: El iiabeLlI Field-Fischers Island OUR REPORT NO.: 09 1-1 5039 TEST DATA Brawn sand wiLh stone iesL PiL #6 ASITI 698 M .Lhod U Ml) -1181 lsity: 122.0 lbs/ft.3 a Content: 12.4 0/0 7 8 9 10 II 12 13 14 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Professional Service Industries, Inc. PSI A-100-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 0 Fax. 603/837-9335 4 ;;. �� ..71';,.;;VIbUCII Sample Source: t c► E I,t�'I�I� II !Illi Efff I` !ISI til iii fi t . !, i,! Method of Test 'I II Iiil� t;lilillt Itliii ;..�: ;i Test Results: �• f j I} t 1!I`' ii ff i ii iii i1i'iii .,,(. Maximum Dry Det li , 1111 t,ltl 111 1: It ;i' i i Iit:iiii Optimum Moistur II ItII!( I(' �I !�il,Iit� I i tl!Il;i1! lith i i li!ili'li i1i .II !iiii! I! I. ii ,.r.� 1!li! Atterbery Limits: Liquid Limit: ifii! .. it ;t.;lt tii!I li! i;t iitli 'I. I I! !i t1 it 1: ' Iii ll;lii!i Ili'il ��i II!i illii it L+iil t,l; i• I I i I.! Iliiii il. �� "Illi 11. (�it �II ,! ti ill :Il I. II I i :1 Itlli il,,illi lil i 'II '!' ..f 1:11111 I I II' I 'I•II I I, il�l'II I I 11 :n ll il: : III :li li ;;: t:ii: 111,1 ii �itii 1: r I ti!III I 11 I 1ltl tt � . I I ,i tlI!'I� .I ti! iii !'t: illi Iii i II II! III �(I! l�.iIt{I� StlI„liIl•.l11Iil ;{ Iljtl l''lIli! tit l iI 111!1; iltl !ii ii iii 'i Brawn sand wiLh stone iesL PiL #6 ASITI 698 M .Lhod U Ml) -1181 lsity: 122.0 lbs/ft.3 a Content: 12.4 0/0 7 8 9 10 II 12 13 14 MOISTURE CONTENT, PERCENT OF DRY WEIGHT Respectfully submitted, Professional Service Industries, Inc. PSI A-100-1 RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 0 Fax. 603/837-9335 Professional Service Industries, Inc. Northeast Testing Division TESTED FOR: James Leana PROJECT Elizabeth Field - Fischer's Island Calocerinos & Spina Engineers. P.C. 1020 Seventh North Street Liverpool. NY 13088 DATE September 16. 1991 REMARKS: Mechanical Analysis of Soils GRA -1827 Test pit #6. brown sand with stone SIEVE % PASSING 3" 100.0% 2" 95.5% 1" 87.0% 3/4" 82.9% 1/2" 78.3% #4 70.4% #10 61.0% #20 49.2% #40 38.0% #60 28.3% #80 22.9% #100 19.0% #200 10.3% PAN 0% "iMARKS: (3) :opies: OUR REPORT NO 091-15039 % SPECIFICATION PSS A -3W -I RR 2 Box 655 • Whitefield, NH 03598 • Phone: 603/837-9332 • Fax: 603/837-9335 _ PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Boring: B-1 11' Project Name: Fischer's Island Dat# of Boring: September 9. 1991 Site: Elizabeth Field Project No.: _191-15139 DESCRIPTION - - - DEPTN ELEV. --- SAME -- N --- Ac ---- REAMS --- ---------- SURFACE 6' topsoil -- Nalst, dense, bravo SAND and gravel. Cobbles. 1'- - - trace of organics 11611- SS -1 I3 5-11-12 ------------------------------------------------ Nolet, medium. dense. brown. SAND and gravel ----- 116.- ------- ----- ---- ---- - I with cobbles 3' a SS -1 1 1-5-3 e ------------------------------------------------ - Wet. sodium dense bravo SAND and gravel with - --- 3' - ------- ----- ---- ----- - cobbles 1466- SS -3 5 5-I-3 - ------------------------------------------------ a Wet dense brown SAND and gravel with cobbles ----- e'6'e ------- ----- ---- ---- e 6, SS-1 11 5-11-11 - - ------------------------------------------------ Wet. fine to sodium SAND. some stone 6' ------- .--- - 1'6'- SS -6 31 1-15-16 m----e ------- ----- ---- ---- e 1'6'- 9' SS -6 16 11-22-21 ---- ------- ----- ---- ---- - e ------------------------------------------------ 11' a SS -1 16 11-21-23 e Boring terminated at 1611' ----- - ------- ----- ---- ---- - e 6rounduater level recorded at 611' after e e 111 hour. - - m e e e e e e e e PSI A-111-1/ PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Boring: 8-2 Project No@e: Fischer's Island Data of Boring: September 9, 1991 Site: Elizabeth Field Project No.: 191-15139 r OESCAIPIIIN � r DEPTH ELEV. SANPIE N Nc r'M AENAA[S SBAFACE - 11 core V blacktop - - 6' of crushed stone - ------------------------------------------------ Nolst. loose. brown, fine SAND, silt. clay, - 1'- - SS -1 1 1-1-1 - organics and rubble 2'6' ----------------------------------- - Nolst, loose, brown, fine SAND 2'6'- SS -2 1 2-2-2 - - 6--- ------------------------------------------------ 6' - ------ ---- --- --- 1-1-1 - 1 Nolst. loose. brown, sodium -SAND and gravel 5'6'8 SS -3 1 s with cobbles ----- ------- ----- ---- ---- ------------------------------------------------ S'6'- Nedlum dense, wet, fins to /edlue SAND. with 1' - SS-/ 15 - cobbles ----- ------- ----- ---- ---- - 1 1' / 5-11-11 1 116' SS -5 3/ 8066— '6' ---- ll' it, SS -6 23 1 ------------------------------------------------ ----/ ------- ----- ---- ---- 1 Boring terminated at 11116. - Wet cave-in at 6'16. - - / 1 1 1 1 / / 1 / 1 / 1 PSI A-111-18 3'7' PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Boring: 8-3 Project Name: Fischer's Island Date of Boring: September 9. 1991 Site: Elizabeth Field Project No.: 191-15139 DESCRIPTION DEPTN ELEV. SANPIE N Ac AENAABS SURFACE— --- ------ 13 - core 1' blacktop - 1' of crushed stone - - SS1A Mg 11 9-9-11 Molst. dons#, brown coarse SAND 6 gravel ------------------------------------------------ - SSIC - a Nolst, dons#, light brown medium SAND # # ------------------------------------------------- Nolst, dense. dark brown sodium SAND i gravel 211.- S$_2 21 11-12-1 - Noist, dons#. orange -brown, medium SAND - Vill- 5'1' SS -3 25 8-11-13 Sold— 6.1. -,SS -6 it 11-11-11 �- Wet. very dense, grey -brown coarse SAND and gravel with cobbles - 1 � a 8'1'- SS -S I/A 21-51 8' penetration, stone - - In tip N a s SS -6 37 1-11-21 Boring terminated at 11'1' Groundwater level recorded at S'88 after one hour - 1 a s s i 1 a PSI A-111-18 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Borings 8-/ Project Names Fischer's Island Date of Boring: September 9, 1991 Sites Elizabeth Field Project No.i 191-15139 DESCRIPTION DEPTH ELEY. SANPLE N Nc RENARKS SURFACE BI - core 1' blacktop 3' of crushed stone Noist dense, medium grey SAND and gravel t' e I'6'e SS -1 18 11-11-1 ---------------------------------------------- ------------------------------------------------ a e Nolst, medium dense, grey slity SAND, trace 1' SS -2 11 1-1-6 of organics ---- ------- ----- ---- ---- ---------------------------a------------------- 1' Vet, medium dense, orange-brorn, coarse SAND 516' 1-/-8 e SS -3 1I Vet, very dense, orange-brorn coarse SAND 1' SS -1 29 1-11-18 e e e 1' 8'6' SS -S 3l 18-18-19 e � � Boring terminated at 81' (okay by N.K.( e Groundwater recorded at 5'1' after one hour. e � � e e � PSI A-111-18 V-3 3•-9 1' 2' 2'6• PROFESSIONAL SERVICE INDUSTRIES, INC. RECORD OF SUBSURFACE EXPLORATION Ronny: R -S Project Name: Fischer's Island Date of Boring: September 9, 1991 Site: Elizabeth Field Project No.: 191-16139 _ DESCRIPTION OEPTN ELEV. SANPIE N Nc RENANRS ' SURFACE IS core 3' blacktop '------------------------------------------------ 6' crushed stone Nolst. ■edldeass, br/groy, fine SAND i gravel. ----- ------- ----- ---- ---- --------with cobbles---------------------------- 1' - Nolst. slightly compact dark brown post 2'69 SS-1 1t 6-1-3 1 ------------------------------------------------ ----a ------- ----- ---- ---- 1 Nolst. slightly compact. brown. fine to Wive 21611 - $AND i gravel with cobbles 1' - SS -1 S 3-2-3 ---- 1' - ------- ----- ---- ---- a 616•6 SS -3---- 1-11-11 'stent In tip e ----------------------------------------------- Het, very dense, brown, fine to coarse SAND i ----- S'6' - ------ ---- --- gravel with cobbles 1' SS -1 36 12-16-21 ----- ------- ----- ---- ---- --- ------------------------------------------------- -------------------------------------------------Roring Boringterminated at 11110 irouNdwater level recorded at 6160 after - 1 one hour a a 1 1 1 1 1 1 1 1 / PSI A-111-11 PROFESSIONAL SERVICE INDUSTRIES..INC. RECORD OF SUBSURFACE EXPLORATION Boring: 8-6 Project Name: Fischer's Island Date of Boring: September 11, 1991 Site: Elizabeth Field Project No.1 1191-15139 DESCRIPTION DEPTH ELEY. SAMPLE N Mc MARKS ' SURFACE 86 core 1' blacktop '------------------------------------------------ 6' of crushed stone ------------------------------------------------ ---- ....... ----- ---- ---- Nolst, slightly compact, dark brorn, fine to l' - coarse SAND 1 gravel 1' )-3-1-6 S5-1 ------------------------------------------------ -.�-� ------- ----- ---- ---- Nolst, medium dense, brorn, fine SAND i silt 1 3' SS -1A ..--�....... ----- S' Yet, dense, grey, medium to coarse SAND 1 gravel rith cobbles a v � 12-11-21-51 SS -2 32 v----� ------- ----- ---- ---- S'- 21-11-23-2T SS-3 44 Refusal v----� ------- ----- ---- ---- 1'- Grourxfwat.er level recorded aL 6'0" after � hour 32-31-28-33 Boring terminated at 11'1• - SS-/ 58 PSI A-111-18 3' 6' 1' !' 11'6' PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION lorimg: 1-1 Project Nome: Fischer's Island Date of Boring: September 12, 1991 Sltot Elizabeth Field Project No.c 191-15139 DESCRIPTION DEPTN (LEY. SAAPIE A Ne AENAALS Il core 1' blacktop - SDRFACE 6' of crushed stone - Islet. slightly compact, fine to medium. SAND _ l'- - and gravel 3' 1-1-3-1 m 1 ---- ------- SS -1 ----- S ---- ---- 1 ------------------------------------------------ Nolat. sodium dense. brovn, medium to coarse 31- - SAND and gravel vith cobbles 6' - SS -2 16 - ------- Met, very dents, brovn. sodium to coarse SAND $'- - _ and gravel vith cobbles 1' - 12-11-16-11 SS -3 21 ------------------------------------------------- m Met, dense. grey. sodium to coarse SAND and ---- V- o ------- •---- ---- ---- a gravel vith cobbles !' - 21-16-i SS -1 21 m 11161 SS -6 n/a 1 ------------------------------------------------- Boring terminated at 1116' ---- ------- ----- ---- ---- m irounduater level recorded at 611' after 1 1 one hour PSI A-111-11 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION string: 1-1 Project Name: Fischer's Island Ott# of Boring: September 11, 1991 Site: Elizabeth Field Project No.: 191-15139 DESCRIPTION OEPIN ELEV. SANPIE N Ne MARKS SURFACE 11 core 1• blacktop - 1'--- V of crushed $tons - Nolst, dense gray, flat to eoaree. SAND and gravel with cobbles 3' 1-1-13-15 n s SS -1 11 s Nolst, very donee grey SAND and gravel with 31- - cobbles 5' - 13-15-11-11 SS -2 Il - e---------------------------------------------- ----e --•---- ----- ---- ---- �— e Wet, very dense, grey, coarss SANG and gravel 5'- - — with cobbles 1' 15-11-11-13 SS -3 S2 ---- ------- ----- ---- ---- 9' 13-51-3i-25 - 93 96- ------- --- 15-10-21 0 SS -6 39 ------- loring terminated at 1146 ---- ------- -- s iroundvater level recorded at 546 after o a one hour. 0 e s PSI A-111-11 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION — bring: 1-9 Project None: Fischer's Island Dote of Boring: Seotember 12. 1991 _ Site: Elizabeth Field Project No.: 191-15131 _ 1'-1• 1-12• 1' 2'9• 3'3• 6' DESCRIPTION DEP1N ELEV. SANPIE N It MARKS SURFACE 19 core 10 blacktop 1• of crushed stone Nelst, slightly compact, flat to coarse, brown. _- V - SANo and gravel with cobbles. trace silt 3' - i -f-1-2 ---- ------- ----- ---- ---- Pat, moist. very loose, dark brown 3'- 6' - ►-1-2-2 - Nolst. loose, brown, flat SANG and slit SS -2 3-- ------- ---- get. loose brown. fine SAND and silt 69- - - 1' - 2-2-2-2 - SS -3 1 -----------------------------I------------------- o Net, slightly compact. red/brown. flat SAND and ---- 1'- e ------- ----- ---- ---- s silt, trace gravel 9' 1-2-3-2 SS -1 6 ---• 9'- ------- ----- ---- ---- 2-1-3 N 11'61 SS -6 1 t ----------------------------- ------------------- Boring terminated at 11169 ---- ------- ----- ---- ---- N t 1 Brounduator level recorded at S'1' after - oat hour N o 0 � o s ISI A-111-11 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION 8orinq� 8-l/ Project Names Fischer's Island Date of Boring: September 12, 1991 Site, Elizabeth Field Project No.: 191-15139 DESCRIPTION OEPTN (LEY. SANPLE N Mc RENARIS SURFACE 4' blacktop 1' - 6' of crushed stone - Nolst, medium dense, fine. brown SAND and slit to coarse gravel with cobbles 3' B -6-S-6 e u -I a aj Veto very dense, brown, medium to coarse SAND it. gravel with cobbles, trace silt 5' 19-21-15-16 SS-2 ....... .. S'- ]' S -S -ll -l4 SS -3 15 9' 15-11-11-12 SS-/ 21 q'- 9.11-11 e SS -5 22 ------- Boring terminated at 11'6' .... •-----• Groundwater level recorded at S'1' after one hour a v � a v a , a v � PSI A•111-11 PROFESSIONAL SERVICE INDUSTRIES, INC. RECORD OF SUBSURFACE EXPLORATION Boriagl 5-11 Project Nae: Fischer's Island Date of Boring: September 12. 1991 Situ Elizabeth field Project No.i 091-15139 DESCRIPTION DEPTH (LEY. SAMPLE N Mc REMARKS SURFACE Moist, dense, brora, sodium SAND and gravel rith cobbles, lose silt t'- 3' 1-S-tl•l3 o SS -1 11 •--- ....... -•--- ---- .... ss -2 1/ 6 attempts without penetration past 1'. 8 broken teeth. v This and of roadray has uny large boaiders on beach and surroveding sea vall. e � � s s s e � � PSI A-111-11 t30 1 1� 11169 1 1 1 1 1 1 1 1 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION string: 1-12 Project Ism Flscher's Island 0ate of loring: Soltsmber 13, 1991 Site: Elizabeth field Project No.: 191-15139 DESCRIPTION OEPIN ELEV. SAIPIE I Nr RENAIIS SURFACE i• blacktop - - P- i• of -3' crushed - Molst. slightly compact. fine SAND and silt to - coarse SAND and gravel with cobbles - 3 -i-1-1 a I SS -1 1 Wet, loess, gray. coarse SAND and gravel 30- 6' - ----e ------- SS -2 ----- 3 ---- ---- 1-2-1-2 / T' 3-1-2-3 SS -3 6 I Yet, medium dense, grey, fine SAND and silt P- I I SS -1 9 ---- 90- - ------- ----- ---- ---- 1-9-6 10'61 SS -6 15 boring tormlmatod at 10160 Growxlwater Level recorded aL 5'0" I after hour. I i I I I 1 I I / PSI A-111-11 3' 11'6' PROFESSIONAL SERVICE INDUSTRIES, INC. RECORD OF SUBSURFACE EXPLORATION Borings 8-13 Project Names Fischer's Island Date of Boring: September 13, 1991 Sites Elizabeth Field Project No.i 191-15139 DESCRIPTION DEPTH ELEV. SAMPLE N Nc RENARIS SURFACE B13 core 6' blacktop 1' - 6' of crushed stone Molst, medium dense, brown, fine to coarse SAND gravel with cobbles 3' 1-1-S-1 e e SS -1 13 e -------------•----------------------•----------- Vet, slightly compact, brovn, fine to coarse ---- Y. ....... ..... ---- ---- SAND and gravel vith cobbles 5' S.. Net, loose, dark brova peat 1' SS -3 8 3-I-6-9 Vet, gr.-br., slit 6 med. dense SAND, v/cobbles •--------•-•-----•-----------•--•--------------- e Vet, eery dense, grey and brown, fine to coarse ---- ?'- ------- ----- ---- ---- WD and gravel with some cobble 9' 19-32-11-21 SS-/ SI ..... go- -----•. ----- ---- .... II -2/•l9 a 1161• SS -5 39 e -----------------------------.----......-------- Boring terminated at 11'6' ..... ....... ----- .... ..-- Grodrxiwater level recorded at. 5'0" ,after lsour. e e e e e e e e e e e , e PSI A-111-18 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Boringt 8-14 Project Nest: Fischer's Island Date of Boring: September 13, 1991 Sitet Elizabeth field Project No., 091-15139 DESCRIPTION DEPTN ELEV. SANPIE N Nc RENAAIS SDAfACE 814 core 4' blacktop -� 11 - 6' of crushed stone Nolst, sidles dense. dark brorn, flat SAND and silt, trace gravel 3' SS -1 16 6-/-12-3 ---- ------- SS -IA ----- ---- ---- Vat. loose, dark brorn Peet--------------------- - Vit, soft, brora. silt )'- S' Vat, slightly cospact, brovn, fine to sedive S' - $AND, rith cobbles T' 1-1-4-14 SS -3 S - e ''- 9' 25-28-24-32 SS -1 9'- ....... _52. _ 21-21-23 e 1116'1 SS -5 39 e Boring tersinated at 11'6' Groundwater level recorded at 5' after 'f hour. e e � e PSI A-111-18 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Boring: 1-15 Project Name: Fischer's Island Date of Boring: September 13, 1991 Site: Elizabeth Field Project No.: 191-15139 V-40 1' 1'6• S'6• 1.6' 11' DESCRIPTION • ' OEPTN ELEV. SANPIE N Nc AEAAAIS SURFACE- — 1' blacktop - V - 6' of crushed stone - Moist, sodium dense, rid brown. fine SAND and peat 2'6' SS -1 9 3-6-3 2'6' - Nolst. dons*. fine to coarse, light brown SAND and grovel with cobble* /' - 1-6-11 - SS -2 11 - * e'- o 21-51-Aefusel S'6•- SS -3 SI• �" Wet. very does*. fin* to coarse, light brows m SAND and gravel with cobbles 1' a 22 -51 -Refusal _ e SS -1 SI• - m a SS -6 $1+ SI-Aofusal e - Wet. very dense, grey. medius to coarse SANO and 1'6•- gravel with gobbles 11' SS -6 95 26-15-51 Boring terminated at 11' s Groundwater level recorded at 5'6' after a e one hour � a t m e a PSI A-111-11 1 1 1 1 1 i, 1 1 1 1 1 f 1 1 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION lorlaq: 1-16 Project Nast: Fischer's Island Date of Boring: September 11, 1991 Sltet Elizabeth Field Project No.: 191-15139 DESCRIPTION DEPTN [LEY. SAME N Nc MARKS 116 core 1• blacktop -� SURFACE _ 1'- 6' of crushed stone - Islet. very doass, fins. to ■odium SAND and gravol ultb cobbles 2'V - - SS -1 42 6-1-36 • —a — s 1'6' 1' — SS -2 21 SS -3 92 • l' • 51-10vsal e �— Wet, very domso, flat to •*dive SAND i gravel 1' cobble 1069- a e ss -6 13 11-26-1e e . 11' SS -6 9s 21-22-22 i Boring terminated at ll' • irovaduater level recorded at I'V e e after 1/2 hour PSI A-111-11 V-4 4-9• 2' 3'9' 6'9• PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Boring: 9-11 Project Name: Fischer's Island Date of Boring: September 11, 1991 Site: E1118both field Project No.: 491-15139 DESCIIPTIDN PEPIN ELEV. SANPIE N Nc IENANIS ' S11fACE— - - 11? caro 4' blacktop - _ 1'- - S• of crushed stone Nolst, medium dense, brown ■odlu■ SAND 2'6•- ------------------------------------------------- SS -1 ll 5-1-11 N Very dons., moist, orange -brown. Miss SANG _e e and gravel with cobbles 2.166- 41 15-11-31 - SS -2 59 - - Very donso, moist orange-broun coarse SAND and s gravel with cobbles e'- e a S'6•- 49 -25 -ii - SS -3 16 5'6• - SS -4 NjA All cobbles Very dense, wet, gray, coarse SAND and _- gravel with cobbles 1 SS -6 211• 21-111 (9' Penetration) 11' SS -6 12 I9-14-31 Boring torminated at 1111' - Groundwater level recorded at 6'9' after - 112 hour e e e � � a a e e PSI A-111-11 t 1 1 1 1 1 1 1 PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Poring: 1-11 Project Name: Fischer's Island Date of Boring: Septtnber 11, 1991 Site: Elizabeth field Project No.: 191-15139 DESCRIPTION DEPTH ELEV. SAMPLE N Nc MARKS SURFACE bit core 1' blacktop - _ - - V- _ 6' of -3• crushed Very dents. moist. brown. coarse SAND and gravel - with cobbles and boulders 2'c• - SS -1 63 21-/1-23 6' - 31-31-51 - SS -2 13 51 -stens in tip - SS -3 111• (1• penetration) Very dente, wet. grey. coarse SAND and gravel 6.6.- I with cobbles - SS -6 11 25-11-26 1'6' SS -S 13 19-11-25 11' - SS -6 31 15-11-13 - Boring terminated at 1011' - iroundwater level recorded at 5'6' after 1/2 hour 1 e � PSI A-110-11 2'1' PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION serial: /-19 Project Name: Fisher's Island Dat# of Boring: September 14, 1991 Site: Elizabeth Field Project No.i 191-15139 DESCRIPTION DEPTH [ M. SANPIE N Nc RENAR[S ' SURFACE 119 core 1' blacktop V - 6' of crushed stone Molst. dons#. brown, medium SAND and gravel with cobbles 2't• SS -1 21 I-9-11 219- Refusal - move 1' north 40 19-11-11 /'- s SS -1 11 # e Nolst. light brown, •edlue to coarse SAID, trace gravel 519- 11-I1-21 - SS -3 31 - SS-/ 32 11-11-11 1' 1'f' m s SS -S 31 11-11-21 s 1'i' 11' Boring terminated at 11110 GroundwaLer level. recorded aL 5'0" a[Ler - hour. s m 's e e PSI A-111-11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION Boring: 1-11 Project Nano: Fischer's Island Bate of Boring: September 14, 1991 Sltot Elizabeth Field Project No.: 191-15139 DESCIIPTIBN DEPIN EIEV. SANPIE N Ac NENANIS SIIFACE 121 core 20 blacktop blacktop ------------------------------------------------- - Noist. very lonso. brown and black. nedium SAND 3•- - and gravel with cobbles 1• - 51- m s A-1 51• s ---- 1•- ------- ----- ---- ---- 12' - S/ - A -2 61• o four attempts without penetration pest 1 feet. ----a ------- ----- ---- ---- e Cobble causing large heaves In blacktop. This Is parking area for planes. - 3 hours -1 tooth m m a a m m m a a m m o m a m a o , m m s o PSI A-111-11 1'6' 6' 9' PROFESSIONAL SERVICE INDUSTRIES. INC. RECORD OF SUBSURFACE EXPLORATION loring: 1-11 Project Name: Fischer's Island Date of Boring: September 11, 1991 Site: Elizabeth Field Project No.: 191-15139 DESCRIPTION OEPIN ELEV. SAMPLE N Ac NINAA[S SURFACE- - Topsoil ----- — ----------------------------------------------- I'- — hist, very dense, fine to coarse. SAN# and 3' - gravel with cobbles 11-31-11-i1 N s SS -1 11 ---- 0 ---- 31- ------- ----- ---- 6'- SS-I 16 e----------------------------------------------- ----e ------ ---- --- --- e Nolst, dense, @odium to coorse, brown SAND and 6'- - - gravel with cobbles /' - 11-11-I1-13 - SS -3 21 N ---- ------- ----- ---- ---- 11-11-11-11 SS -1 11 ---- 91- - ------- ----- ---- ---- 13-11 N ------------------------------------------------ 10' s SS -6 11 s Bering terminated at 11110 ---- ------- ----- ---- ---- 1 � a No groundwater recorded after 112 hour - N a i N � N s s s PSI A-111-11 1 1 1 1 1 1 1 rruquaOlUFi aervRx inwsui GENERAL NOTES SAMPLE IDENTIFICATION The Unified Soil Classification System is used to identify the soil unless otherwise noted. SOIL PROPERTY SYMBOLS N: Standard "N" penetration: Blows per foot of a 140 pound hammer falling TERM (NON -COHESIVE SOILS) Very Loose Loose Slightly Compact Medium Dense Dense Very Dense TERM (COHESIVE SOILS) Very Soft Soft Firm (Medium) Stiff Very Stiff Hard STANDARD PENETRATION RESISTANCE 0-2 2-4 4-8 8-16 16-26 Over 26 Qu - (TSF) 0-0.25 0.25-0.50 0.50-1-00 1.00-2.00 2.00-4.00 4.00+ PARTICLE SIZE Boulders 8 in. + Coarse Sand 5mm-0.6mm Silt 0.074mm-0.005mm Cobbles 8 in. -3 in. Medium Sand 0.6mm-0.2mm Clay-0.005mm Gravel 3 in.-5mm Fine Sand 0.2mm-0.074mm 30 inches on a 2 inch O.D. split -spoon. Qu: Unconfined compressive strength, TSF Op: Penetrometer value, unconfined compressive strength, TSF Mc: Water content, % LL: Liquid limit, % PI: Plasticity Index, % b d: Natural dry density, PCF 1: Apparent groundwater level at time noted after completion. DRILLING AND SAMPLING SYMBOLS SS: Split -Spoon - 1 3/8" 1. D., 2" O.D., except where noted. ST: Shelby Tube - 3" O.D., except where noted. AU: Auger Sample. DB: Diamond Bit. CB: Carbide Bit. WS: Washed Sample. RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION TERM (NON -COHESIVE SOILS) Very Loose Loose Slightly Compact Medium Dense Dense Very Dense TERM (COHESIVE SOILS) Very Soft Soft Firm (Medium) Stiff Very Stiff Hard STANDARD PENETRATION RESISTANCE 0-2 2-4 4-8 8-16 16-26 Over 26 Qu - (TSF) 0-0.25 0.25-0.50 0.50-1-00 1.00-2.00 2.00-4.00 4.00+ PARTICLE SIZE Boulders 8 in. + Coarse Sand 5mm-0.6mm Silt 0.074mm-0.005mm Cobbles 8 in. -3 in. Medium Sand 0.6mm-0.2mm Clay-0.005mm Gravel 3 in.-5mm Fine Sand 0.2mm-0.074mm 1 1 1 i 1 1 1 i 1 1 1 1 1 1 1 1 APPENDIX B PAVEMENT DESIGN DATA 1 f 1 1 1 1 1 1 1 1 1 Required Pavement Section: Design Aircraft Gross Weight: 12,500 lbs. Landing Gear Configuration: Single Equivalent Annual Departures: 12,000 Subgrade CBR: 10 ---> Fig. 5-2 Design Curve: Total Pavement Section = 8 inches Subbase CBR: 20 ---> Fig. 5-2 Design Curve: Base + Surface Course (Min.) = 5 inches Minimum Surface Course = 2 inches • Minimum Base Course = 5-2 = 3 inches • Minimum Subbase Course = 8 - 5 = 3 inches Pavement Overlay Shall Consist Of: NYSDOT Type 6F Top Course: 2" True & Leveling Course: Varies IJP ' S N k w w C13R 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 190 25 O Go r In O 0) � 6 7 () 9 10 11 12 13 14 15 16 17 18 19 20 25 `^ QN th�v� . QASE THICKNESS, IN. 4L kc�r�o�a n L FIGURE 5-2. DESIGN CURVES FOR FLEXIBLE PAVEMENTS - LIGHT AIRCRAFT mm r M r+ moo m m m mm r m mm m � o_ ICCC:�II'''1 IMA PAP I I 11. 0 FA WWI% I -MIZi is i I ilml m I MOO 1.1% aqw, llb.=0.454kg W'A " 146 MINOR a4hh..Ilqm Moloo lk sh 1, 11111.4 IBM MOINES a 11614 lqihbqhhh I I I NO 16 r In O 0) � 6 7 () 9 10 11 12 13 14 15 16 17 18 19 20 25 `^ QN th�v� . QASE THICKNESS, IN. 4L kc�r�o�a n L FIGURE 5-2. DESIGN CURVES FOR FLEXIBLE PAVEMENTS - LIGHT AIRCRAFT mm r M r+ moo m m m mm r m mm m 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 APPENDIX C ENGINEER'S COST ESTIMATE ENGINEER'S OPINION OF CONSTRUCTION COST ELIZABETH FIELD AIRPORT -FISHERS ISLAND 211�006 TOWN OF SOUTHOLD, NY - R/W 7-25 & 12-30 OVERLAY 05/25/93 BASE BID ITEM FAA UNIT ' N0. SPEC NO. DESCRIPTION QUANTITY UNITS PRICE TOTAL ssasszzzzssszz:sazxxsasxxxxxssxzssasaxzzxxxssxsxzxxszzszssssssssssssssssssssssszx _szassxxxxaxxxxxxx 1 P-152 COMMON EXCAVATION 1 LS 535,000.00 $35,000.00 2 P-153 COLD MILLING EXISTING PAVEMENT 10,250 SY $8.00 $82,000.00 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 5,000 SY 55.00 $25,000.00 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS $30,000.00 530,000.00 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 4,950 TON 590.00 $445,500.00 6 P-409 TRUE AND LEVEL COURSE 3,595 TON $90.00 $323,550.00 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 275 SY $250.00 $68,750.00 8 P-503 JOINT RESEALING (PCC) 6,900 LF 54.00 $27,600.00 9 P-503 CRACK SEALING 2,205 LF 56.00 $13,230.00 10 P-603 BITUMINOUS TACK COAT 2,660 GAL 51.75 54,655.00 11 P-612 FIELD OFFICE 1 LS $11,000.00 $11,000.00 12 P-620 RUNWAY & TAXIWAY PAINTING 32,930 SF 51.00 $32,930.00 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 14,975 SY $2.00 $29,950.00 14 T-906 BEACHGRASS 3,400 SY 58.00 527,200.00 15 D-710 STABILIZATION FABRIC 3,675 SF $0.25 5918.75 ' 16 17 0-712 L-108 RIP -RAP BERM CABLE TRENCHING FOR THE INSTALLATION OF 280 LF $125.00 $35,000.00 UNDERGROUND CABLE 790 LF 56.00 54,740.00 18 L-108 NO. 8 AWG, 600V, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF 51.00 $3,465.00 19 L-108 NO. 8 AWG, SKV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF 51.00 $410.00 20 L-108 NO. 8 AUG, BARE COPPER COUNTERPOISE WIRE ' INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF $1.00 $790.00 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF 515.00 55,400.00 22 L-125 GUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH $3,000.00 $12,000.00 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD LIGHTS 8 EACH 5150.00 51,200.00 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 530,000.00 $30,000.00 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS 515,000.00 515,000.00 ' 26M� -- 200MOBILIZATION - --- -- ---------------------------------- 1 LS 25 f50,711�---------- 125 � - TOTAL CONSTRUCTION COST 51,316,000.00 ' AIRCOST.WR! Page 1 06/24/93 ENGINEERfS OPINION OF CONSTRUCTION COST ELIZABETH FIELD AIRPORT -FISHERS ISLAND 211.006 TOWN OF SOUTHOLD, NY -------- R/W'7-25 & 12-30 OVERLAY 05/25/93 ALTERNATE NO. 1 ITEM FAA UNIT NO. SPEC NO. DESCRIPTION QUANTITY UNITS PRICE TOTAL 1 P-152 COMMON EXCAVATION 1 LS $35,000.00 $35,000.00 2 P-153 COLD MILLING EXISTING PAVEMENT 13,000 SY $8.00 $104,000.00 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 7,000 SY S5.00 $35,000.00 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS $40,000.00 $40,000.00 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 7,060 TON $90.00 $635,400.00 6 P-409 TRUE AND LEVEL COURSE 5,120 TON 590.00 5460,800.00 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 285 SY $250.00 $71,250.00 8 P-503 JOINT RESEALING (PCC) 10,350 LF $4.00 $41,400.00 9 P-503 CRACK SEALING 2,205 LF $6.00 $13,230.00 10 P-603 BITUMINOUS TACK COAT 3,785 GAL 51.75 $6,623.75 11 P-612 FIELD OFFICE 1 LS $11,000.00 511,000.00 12 P-620 RUNWAY & TAXIWAY PAINTING 32,930 SF $1.00 $32,930.00 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 24,780 SY $2.00 349,560.00 14 T-906 BEACHGRASS 3,400 SY $8.00 527,200.00 15 D-710 STABILIZATION FABRIC 3,675 SF $0.25 5918.75 16 D-712 RIP -RAP BERM 280 LF $125.00 $35,000.00 17 L-108 CABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 790 LF $6.00 $4,740.00 18 L-108 NO. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF $1.00 $3,465.00 19 L-108 N0. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF $1.00 $410.00 20 L-108 NO. & AUG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF $1.00 $790.00 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF 515.00 $5,400.00 22 L-125 GUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH $3,000.00 $12,000.00 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD LIGHTS 16 EACH $150.00 $2,400.00 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS $35,000.00 $35,000.00 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS $15,000.00 $15,000.00 26 M-200 MOBILIZATION 1 LS $67,482.50 $67,482.50 ----------------------------------------------------------------------------------------------------- TOTAL CONSTRUCTION COST 51,746,000.00 AIRCOST.WR! Page 1 06/24/93 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 i 1 1 1 1 1 1 1 1 1 FIGI:IRES 1 1 1 1 1 1 1 i 1 1 1 1 1 I 1 1 1 1 FIGI;IRE NO. 1 GENERAL PLAN i' 1 _40 so < /� \ •AIR-JRT •• ACCESS ROAD \ / It ( �a �,� •.1` DIAD I i'i //1 &I, D'-Y.Lr aFFItl ( I .-.ia•CONTRACTOR'S "- N'/SDEC VL -+3 ! •--ice / •�:.' _ "� --FRESHWATERSTAGING AAE► j' ( / 7 .•'-s ;R WETLAND i NATIONAL WETLANDryy (USDOq PO MF I APPROXIMATE SPOIL LOCATION - EXACT LOCATION TO BE �•' VERIFIED BY OWNER \\ FISI•£RS ISLAND CONTRACTORS ACCESS TO SITE r,WORK O --_; AREA 'A' / i •: �� _ - �� _WOW AREA _ 'A' IMAREA 1 PROPOSED 7JFCRARY 12SED 4 "WAY PARKING, SEE DETAIL, THIS SLEET G 1D'OCCrE AM Q RUAIWAY SECAETITED CIRCLE / PROPOSED TTJAPORART 0.0SED � � "WAY WARKLK SEEE DETAIL, / THIS SHEET != AREA 'A' . PROPOSED TYPE II TEMPORARY BARRICADES SEE DETAIL Ib13' SHEET (DURING W_OR* TN�AREA 'A') —��--�_-- — TOWN OF SOUTHOLD COASTAL / TOWN OF SOUTHOLI)i ! I / EROSICN HAZARD AREA BOUNDARY COASTAL EROSION iSM HAZARD AREA It k BOUNDARY / PROPOSED ��-- /� RIP -RAP BERM SEE--•---BLOM, ISLE•_ SOUND DETAIL SHEETS 6 / SM // SM `_-- i NYSCEC TIDAL G WETLANDS BOUNDARY fl- A ...4 -LkMAI— L rEMPLWAR• CLOSED MORAY MARKINGS SHALL BE AVIATION YELLOW. L TEMPORARY CLOSED RUNWAY MARRLNGS SHALL BE AS MAMFACTIIED BY RAVEN INDUS TWIES, INC. SIOUX FALLS, SA 00 APPROVED EDUAL. TEMPORARY CLOSED RUNWAY MARKING DETAIL N R.L.PECKHAL P.E.,M.EPETRANCHUK NOT TO SCALE VAI$ _I.. P.M. MAN(7:NI _, .. t_' Pr• QW. CLARK, J.A.SAWMLLER TOWN HIGHWAY GARAGE '•�.' NYSDEC NL -10 FRESHWATER WETLAND-­x- PROPOSED ETLAND Itl PROPOSED APPROXIMATE LOCATION OF POTENTIAL TEMPORARY ASPHALT^\ MANUFACTURING PLANT a " r % ,Q N NYSCEC TIDAL WETLANDS BOUNDARY ' 4 RTES L ANCHOR BARRICADES BOTH SIDES WITH SAA) BAGS TO PREVENT DISLODGDA, L NEAR 'HRESHOLOS USE METAL STRAPS AND EXP` NSION , ANCHOR TO ANRFOR BARRICADE TO PAVEMENT METAL STRAPS AND l FLAT, BIDIRECTIONAL WARNING LIGHTS WILL NOT EE ACCUTABLE. EXPANSION AROCOS ICCMiAACTOR TO DVSIALL AN ORANGE FLAG IN ACCORDANCE WITH AC 60/5770-2C (TYPJ --BARRICADES SHALL BE SPACED W' MAL = - ORANGE FLAG Y 2001 T. - Y4* YELLOW FLASHING WARMING LIGHT •- AS MANUFACTURED BY RE. DIETZ COMPANY CAT. NO. 2M-55200 OR APPROVED EQUAL !" ORANGE AND WHITE REVISIONS �OWN OF SOU THOLO FISHERS ISLAND, NEw YORK i.' F43UCTIA SHEETING. _ few CLASS 4 � ELIZABETH FIELD AIRPORT RUNWAY 7-25 AND 12-30 OVERLAY t 2••7!1' 1 � r -a � r-'�'I� r-P GENERAL PLAN rD:A.PYc PIPE. SDN 21 OR SM N IV- !'T) L• ,_ TYPE II BARRICACE DETAIL EfMI;pneerS.I =. �. '_,��.,. iA'=; JUNE 1997 FIG. NQ IA) fO ;..KL NO A' ERA :N EXCEPT AS u.... ..n a• A- AS `.NOwN TT�9 _LilOI, .S. _N 2 SF ,HE. NEw •JRK _I E NO. 71,_G95.00:. ::2 S'AlE F0tp'A"'N LAW _;.;) \`, c�•.��a.7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FIGURE NO. 2 BORING AND TEST PIT PLAN GENERAL NOTES: T WALKS SMALL BE ADVANCED TO A CONTINUOAIS DEPTH Of 10 FEET IN ACCCRLIHCE WITH ASTM 0.15B6. 2 ALL TEST PITS SHAH 8E LOGi£D 10 A DEPTM Of S FEET. ��•� FiELD CBR AND 1N•PtltE OENSITT TESTS ARE TO BE P(RfORA[D AT A OEM Of 1.S FELT IN ALL TEST ?ITS. BUT[ SOIL SJWatES SMALL ALSO I( OBTAINED AT THE SAYE TEST DEPTH FOR 1ABORA101lr TESIING. 6 LABORATORY Ca1PACTION TESTS SHALL B( PERFORKED IN ACCORDANCE Y11H ASTM D•698. / S MECKkNI CAL ANALYSES SHALL It P(IFORN(D OX THE WIX SOIL SAMPLES OSTA1NID AT All TEST PIT LOCATIONS AX REPORTED ON GRAIN SIZE CURVES. OVEN DRY NATURAL MOISTURES SHALL SL 08TAInLD FOR EACH BULL SAAM. / 6 RESULTS Of M(CHANICAL ANALYSES, IN-PLACE DENSITIES TAO FIELD --(32'S SHAH BE REPORTED TO THE ENGINEER PRIOR TO CC.4OUCTING LABORATORY (� / 1 TESTS. ADOITIC�"Al tA80RAlORi LISTS WILL BE DE1ER'11NE0 lY THE ENGINEER. � �,,,�„K 1 THE LABORATORY SHALL PROVIDE LOGS OF PAYEM£NT CORES 10 INCLUDE / / Town THICCWESS, MIX TYPE, AGGREGATE TYPE. 1VUI UN AGGREGATE SIZE, LIE. C0t"s 8 THE ENGINEERING LABORATORY IS C►UTICMED THAT LIGHTING CABLES EXIST I l [1 ALOK THE EDGES OF PAVEMENT (AFPROIIMAT£LY 10 FT. I" THE EDGE Of PAVEMENT) AM THESE CABLES ARE NOT SPECIfICJALLY SHOWN. 9 THE BORING CONTRACTOR SHALL USE EXTREME CARE IN EICAVATINC � !` ''fes• ALL TEST PITS. TEST ?ITS SHAtt BE (ICAVATED A MIXIf7AIN DISTANCE ,ice Of 10 FEET FROM THE EDGE OF PAVEMENT 10 AVOiD MILD UTILITIES. 10 THE EAGWERIHG LAB02ATORY SHALL REPAIR AT THEIR EIPINSE ALL DAIAAGE I ''.�.-�•,\ �' �' 10 VIA171ES, WofRGROUHO WJJS AM PIPE THAT RISIX1 FROM THEIR J _ OPERATIONS. THE ENGINEER SHALL BE 1011FIED IPWDIATELY In THE _ EVENT Cf WXAGE TO :UCH UTILITIES. �� 1 aoPZACs 7P4 I ar rvS s4•es�a /• n i' ' 5 %-Alp, r ` v / BLOCK AND 1 � J SOIAD `-1 cErlo }( BORING TEST PIT IRc 310m Tow OF samou rl9an :ayc,n 'aa , OBSERYATIOM WILL ELIZABETH FIELD AIVOR1 ARTICLE it BORING & TEST PIT P-.rN Off 'LL /�o� FIG. NO. w t sy. VA. rtrr.n�R..o.s No u1[ItA[Ior ►[RUIrT[o KRca+ (� C��o:e,,LOsb$Dino o,rc, Y�.o �.. got er. ri X.LEm& EXCC►r AS "OVIX0 waa SCC110M SCALE, AS %<W" (Cx[D er, u.t[ru 1201 weDIVIS10w 2 Or THE KV TOM— TILE .o, tw STATE CWCATI>N LAW APPROXIMATE SPOIL LOCATION- EXACT /�'' VERIFIED OBYTION TO OWNER BE ',,�•' . 3S ISLAND GARAGE �l --► AIRRoRi PRoPFJIT`( LINE �7Y►� / tta0 NYSDEC NL -10 _ -- `� �FRESHWATER^=_i = s• �: WETLAND 1 ® '' � _ /•/^-__ � - -_..tet;�-� ��_� ��_ -- CONTRACTOR'S ACCESS TO SITE tzAIRPORT ACCESS ROAD / _ • �� __ - _ -'s - " - = _ + EXISTING BUNKERS (TYP.) _ _� / �F. •"_+- Q \0 / � / �\ 1 lip -A PROPOSED AP IM TE L ATION OF Duty -\•/ ELECTRICAL POTENTI T . (QP Y HALT 'r sY D L -I3 ,.�\ I ��= j� eUILDIUG 1 MANUF TUR CyPLANT Ctf f FRE IWATER _ / / f O APR # / ' ^OP TYPE II MPORARY T W LAND / '�\ / %'' / •° _ n ,f. SE ET,iIL THI . =- /• "' ����� �' . ,:z -=L (DU ORKIN PROPOSED TYPE IE TEMPORARY, CONTRACTOR'S •--.i' / 1 J • • •' ;<•` I AS "y licit) ExlsrlNG Prvl T /"•�__ -; BARRICADES SEE DETAIL TTj'I>3✓ $TACING AREA ��/ i / .•' g_'D,- / SHEET (DURING WORK//i' �/ / 1 • '" v`' IN AREA "C") /ice ��� NATIONAL Y'ETLAND /' _ VolAREA "C" \ / J ✓✓✓ POTENT ►�lr 1 (USD01) POWF `- =._ NAuL RourEs I 1\ M'ORK AREA 'A' Ill (SurJECT- r OWNER /lRP1ppy�1 -' P rOSE eMPORA LOSE( .� \� WORK � y � - " :r ,Li• :•_ - :.�- !/ I AREA uBn -•-��P RI.Pj NARKIN" EE DETAII \ / =, \ / �v 11 = EET = ,� Sin i\l /• +, •\ ter_ _ �� _ _ . /i : + r jv } •• N/11 . . ....... ...11INDCONE A L/1ND r I /�/ �:: ,.jr :t :� - �''3`-= -�:� --•_: ��+ �. CIRCLE77 Ay / 11 J/ __ _ �i2`3p, _ -_- ~ / - PROPOSED TEMPORARY CLOSED t " F �' RU'�11AY MARKING, SEE DETAIL, :4 �iL'• `-- �r O%/ ;�`�� NYS TIDAL / > • �` _ _ -_ OUNDARY / THIS SWLET - / t �, �:.�► = .. 10- WORK AREA 'A'J �� �: - -- � o PROPOSED TYPE'E TEMPORARY G-F.AJ:� BARRICADES SEE-•OEIgIL / i/ ���_ _ /� ;• MO REA-j,C" SHEET (DURING W�f�IN -F-A"� � \� -� `�- --�� 1 .VrRo�CH S / % 1� / - /� �• �� IO0O _ SPE 1 TOWN OF SOUTHOLD COASTAL TO'A'N OF SOUTHOLD4� �* _�� I EROSION HAZARD AREA BOUNDARY COASTAL EROSION SM I HAZARD AREA T BOUNDARY PROPOSED / 1 _ ,/- RIP -RAP BERM SE ------BLOCK' ISLAND'- SOUND DETAIL SHEET -W. 6 ` I /� HEEKEY I SIM / ® ARP —(per NAD 53): NOTES: 50 5o �TIAX- A.LI0W/\13LE 013,TEGr \ 41• / L ANCHOR BARRICADES BOTH SIDES WITH SAND DAG'. "REVENT DISLODGING. HEIGHT (PEFR FkP, PARI" _' Z) • / SM 15 15 LAT. 2.1Y'1AR THRESHOLDS USE METAL STRAPS AND EXI 7N ---- --QRL------ 61IILDINCj RB,'wc-rim LINE ' 60 '7Z' Z5b a (ply(�1 . ANCHOR TO ANCHOR BARRICADE TO PAVEMEN METAL STRAPS AND NYSDEC TIDAL 3. FLAT, BIDIRECTIONAL WARNING LIG4TS MILL NOT ICEPTADLE.. EXPANSION ANCHORS I 1 WETLANDS BOUNDARY 4. CONTRACTOR TO INSTALL AN ORANGE FLAG IN ACI;iCE WITH AC 60/5370-2C ITYP.1 _ ---- 5.13ARRICADES SHALL BE SPACED S'PAX.O.C. ORANGE FLAG L TEMPORARY CLOSED RUNWAY MARKINGS 360' YELLOW FLASHING IN' I THE CONTRACTOR'S SPECIAL AIILNIION IS VIRLCILD 10 THE CLINHUCT SPECIFICATIONS, SECTION 80-12, "SPECIFIC AIRPORT OPERATING REQUIREMENTS'. 2 ALL ELEVATIONS REFER TO USGS DATUM. 3 FOR TYPICAL SECTIONS, THE CONTOUR INTERVAL EQUALS 1 FOOT. FOR TRANSITIONAL AREAS, THE CONTOUR INTERVAL EQUALS 0.1 FOOT. 4 THE ACTUAL LOCATION AND ELEVATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 5 IN THE EVENT OF DAMAGE TO EEXISTING UTILITIES AND CABLES, THE ENGTHEICONTRACTORAND ISHALL FEPAIRORT AUTHO 1T ESALLL DAMAGEARE OTOENOTIFIED UTIILITIES,AS IEDIRECTED BY THE ENGINEER, IMMEDIATELY AND AT THE CONTRACTOR'S EXPENSE. 6 ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND CONSTRUCTION OPERATIONS, SHALL BE RESTORED EQUAL TO OR ..-BETTER THAN ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 7 ALL DIRT, DUST, STONES AND LOOSE DEBRIS SHALL BE CONTINUOUSLY REMOVED FROM ALL PAVED SURFACES DURING THE WORK OF THIS CONTRACT. 8 TRANSVERSE PAVING JOINTS IN ONE LAYER SHALL BE OFFSET BY AT LEAST 2 FEET FROM TRANSVERSE PAVING JOINTS IN THE PREVIOUS LAYER. 9 TRANSVERSE PAVING JOINTS IN ADJACENT LANES SHALL BE OFFSET A MINIMUM OF 10 FEET. 10 THE LONGITUDINAL PAVING JOINTS IN ONE LAYER SHALL BE OFFSET FROM THAT IN THE PREVIOUS LAYER BY AT LEAST I FOOT. THE PAVING JOINT IN THE TOP LAYER SHALL BE AT THE CENTERLINE OF THE PAVEMENT. 11 ALL AREAS TO BE OVERLAID SHALL BE PREPARED IN ACCORDANCE WITH ITEM P-400, 'PREPARATION OF EXISTING PAVEMENT'. 12 THE CONTRACTOR SHALL RECONSTRUCT AND MAINTAIN EXISTING ACCESS ROADS AS REQUIRED FOR ACCESS TO THE WORK AREAS. 13 ALL SPOIL SHALL BE DISPOSED OF ON AIRPORT PROPL_RTY AS DIRECTED BY THE ENGINEER AND AIRPORT AUTHORITY. 14 ALL EQUIPMENT REMOVED AS A RESULT OF THIS CONTRACT SHALL REM4IN THE PROPERTY THE AIRPORT AND SHALL BE STOCKPILED AT A LOCATION 'DIRECTED BY THE OWNER. 15 ALL OF THE CONTRACTOR'S OPERATIO14S SHALL REMAIN ON AIRPORT PROPERTY AT ALL TIMES. UNDEP.NO CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOVID ON ADJACENT PROPERTY. 16 FOR CLARITY PURPOSES, ALL EXISTING RUNWAY MARKINGS TO BE REMOVED ARE NOT SHOWN. 17 THE TOPOGRAPHIC FEATURES SHOWN HEREON WERE COXIA LED FROM FIELE SURVEY PERFORMED BY CHANDLER, PALMER i KING DATED JULY 16, 1991. IS THE CONTRACTOR SHALL COORDINATE ALL FERRY OPERATIONS /,ND SCHED:ILES DISTRICT. 19 THE PROPOSED RIP -RAP BERM LOCATION SHOWN IS APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE FIELD VERIFIED BY THE OWNER PRIOR TO CONSTRUCTION. 20 ALL MATERIAL TO BE REMOVED FROM RUNWAY 7 AND RUNWAY 30 ENDS AND \ RELOCATED AS SHOWN ON THE PLANS SHALL BE SUBJECT TO FIELD VERIFICATION BY THE OWNER. THE QUANTITY SHALL BE FIELD VERIFIED A _ PRIOR TO ANY REMOVAL. 21 CONSTRUCTION EQUIP ENT -ON EXISTING AND NEWLY CONSTRUCTED PAVEMENT SHALL BE KEPT TO A BARE MINIMUM AND SHALL ONLY BE DOME AFTER OBTAINING APPROVAL FROM THE ENGINEER. 22 EXISTING PAVEMENT TO BE REMOVED BY MILLING AL01IG THE INITIAL 8' OF - - SHOULDER NOT SHOWN FOR CLARITY PURPOSES. --23 SHOULD THE CONTRACTOR CHOOSE TO CONSTRUCT A TEMPORARY ASPH4LT MANUFACTURING PLANT, IT SHALL BE CONSTRUCTED AND OPERATED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS. 24 ALL ELECTRICAL WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. ?� t• SHALL BE AVIATION YELLOW. -• 3' 200 'r' AS MAN'JFACTU'�ED BY R..NY EDIETZ �:«:�_. 210, �i-� R�'�'A'AY e•.�•�arx <,-;. 200---- � OFT. - _ 2. TEMPORARY CLOSED RUNWAY MARKINGS i CAT. N0.21S 55200 OR APPROVED Lt1_is �Y3 SHALL BE AS MANUFACTURED BY RAVENI� ORANGE AND WHIT "w•"'`�"" '_�"`"---- -"- _+�*+�-�---- __ _ _ _ INDUSTRIES, INC., SIOUX FALLS, S.D. OR REFLECTIVE SHEE `' C�1�- REVISIO14S TOWN OF SOUTHOLD FISHERS -ISLAND, NEtiti' YORK APPROVED EOUA!. - - CLASS '6'zo r- N < TTX N I ELIZABETH FIELD AIRPORT cz,�L-�`��`' IN CH ,RGE OF: R.L. PECKHAY P.E., M.F. PFTRANCHUK (•.'.ADE BY: P.1J. MANCINI CHI'CKI:O TTYcV - B'Y1-YC1_ARK, J.A.SI.VI; ILLERy��` ---� RUNWAY 7-25 AND 12-30 OVERLAY z • S _iT.?) 3- DIA. PVC PIPE, y� U- N C P A L P1 A NIS I EMPOF�ARY -SDR 21OR SD4 26 (WHILE) ^ ^- CLOSED RUNWAY MARKING DETAIL TYPE II BAF -W DETAIL fij-,!�R-a Engineers,lnc�DATE: JUNE 1333SISI I.T NOV NOT TO SCALE NOT TO SCALE — NO ALTERATIOI,! PERMITTED HEREON — C'J yuv l-�Ar. �l ; ;l, SCALE: AS ;IICp;N EXCEPT AS PROVIDED UNDER SECTION --- 7209 SUBDIVISION 2 OF TILE NEK' YORK. - --v FII E No. 211.000.0ov002 1 STATE EDUCATION LAY. — -- — — -- — _,_..._..__.._-_..�_ CAD FILE—No C, CONNECTICUT RHODE ISLAND -.- CONTIRACT DIRAWINGS ,tFOR THE -CONSTRUCTION TI N FISHERS ISLAND ELIZABETH (� FIELD LONG ISLAND SOUND AIRPORT BLOCK ISLAND LONG ISLAND RUNWAY -7��25 12 30 OVERLAY ATLANTIC OCEAN • LOCATION PLAN NOT TO SCALE ALTERNATE NO.- 1 ITEM FAA QUANTITIES FOR CANVASS OF BIDS NO. SPEC NO. DESCRIPTION QUANTITY UNITS 1 P-152 COMMON EXCAVATION 1 LS 2 P-153 COLD MILLING EXISTING PAVEMENT 13,000 SY 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 7,000 SY 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 71060 TON 6 P-409 TRUE AND LEVEL COURSE 5,120 TON 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 285 SY 8 P-503 JOINT RESEALING (PCC) 10,350 LF 9 P-503 CRACK SEALING 2,205 LF 10 P-603 BITUMINOUS TACK COAT 3,785 GAL 11 P-612 FIELD OFFICE 1 LS 12 P-620 RUNWAY & TAXIWAY PAINTING 32,930 SF 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 24,780 SY 14 T-906 BEACHGRASS 3,400 SY 15 D-710 STABILIZATION FABRIC 3,675 SF 16 D-712 RIP -RAP BERM 280 LF 17 L-108 CABLE TRENCHING FOR THE INSTALLATION OF CABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 790 LF 18 L-108 NO. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR NO. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF 19 L-108 NO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR NO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF 20 L-108 NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS• INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF 22 L-125 GUIDANCE SIGN, 4 CHARACTERS, BASE GUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD MODIFICATION OF EXISTING RUNWAY THRESHOLD LIGHTS 16 EACH 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS 26 --------------------------------------------------------------------------- M-200 MOBILIZATION 1 LS NO ALTERATION PERNHTTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW BASE BID ITEM FAA NO-. SPEC NO. PLAN QUANTITY UNITS _--_-_-DESCRIPTION 1 P-152 COMMON EXCAVATION 1 LS 2 P-153 COLD MILLING EXISTING PAVEMENT 10,250 SY 3 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE I 5,000 SY 4 P-400 PREPARATION OF EXISTING PAVEMENT, TYPE II 1 LS 5 P-409 BITUMINOUS CONCRETE - TYPE 6F, TOP 4,950 TON 6 P-409 TRUE AND LEVEL COURSE 3,595 TON 7 P-502 FULL DEPTH PCC PAVEMENT REPAIR 275 SY 8 P-503 JOINT RESEALING (PCC) 6,900 LF 9 P-503 CRACK SEALING 2,205 LF 10 P-603 BITUMINOUS TACK COAT 2,660 GAL 11 P-612 FIELD OFFICE 1 LS 12 P-620 RUNWAY & TAXIWAY PAINTING 32,930 SF 13 P-625 SAND SLURRY COAL -TAR PITCH EMULSION SEALCOAT 14,975 SY 14 T-906 BEACHGRASS 3,400 SY 15 D-710 STABILIZATION FABRIC 3,675 SF 16 D-712 RIP -RAP BERM 280 LF 17 L-108 CABLE TRENCHING FOR THE INSTALLATION OF UNDERGROUND CABLE 790 LF 18 L-108 NO. 8 AWG, 60OV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 3,465 LF 19 L-108 NO. 8 AWG, 5KV, TYPE C SINGLE CONDUCTOR UNDERGROUND CABLE INSTALLED IN TRENCH/DUCT 410 LF 20 L-408 NO. 8 AWG, BARE COPPER COUNTERPOISE WIRE INSTALLED IN TRENCH INCLUDING GROUNDING RODS AND EXOTHERMIC CONNECTIONS 790 LF 21 L-110 2 -INCH DIAMETER RIGID STEEL CONDUIT 360 LF 22 L-125 GUIDANCE SIGN, 4 CHARACTERS, BASE MOUNTED, IN PLACE 4 EACH 23 L-125 MODIFICATION OF EXISTING RUNWAY THRESHOLD LIGHTS 8 EACH 24 M-100 MAINTENANCE AND PROTECTION OF TRAFFIC 1 LS 25 M-150 PROJECT SURVEY & STAKEOUT 1 LS 26 --------------------------------------------------------------------------- M-200 MOBILIZATION 1 LS SHEET NO. 1. 2. 3. 4. 6. 6. 7. S. TITLE TITLE SHEET GENERAL PLAN GRADING PLAN GRADING PLAN GRADING PLAN GRADING PLAN LIGH'T'ING AND DETAILS I_ZA__B1mT F1 TOWN OF FISHERS ISLAN—D,NEW AND PROFILE AND PROFILE AND PROFILE AND PROFILE A ARTHNG PLAN FORK FAA AIP PROJECT NO. 3-36-0029-08-93 NYSDOT PROJECT NO. 0913.08 JUNE 1993 Engineers, Inc. &1020 Seventh North Street CLiverpool, New York 13088 PROJECT FILE NO. 21L006.001W2 CADD FILE NO. 646ADOOI CeP7rijhi I r\ c 1 '\J /<\ / CONTRACTORS ACCESS TO SITE I h / / , - AIRPORT v ACCESS ROAD EXISTING BUNKERS (TYR) `+ C , • WORK 4 AREA "A" _ -- DUMP ELECTRICAL (00) /NYSD NL -13 ,.1 // BUILDING IFRE WATER i' ,� •' // OFFIC WE LAND APRON PROPOSED TYPE .IL TEMPORARYCONTRACTOR'S ~/i I �� ••••• - / BARRICADES SEE DETAIL T IS% �i • !� STAGING AREA / •• SHEET (DURING WORK/% ��i 1 / • NATIONAL WETLAND / i' - IN AREA "C") (USD01) POWF / WORK AREA "C" / FISHERS ISLAND APPROXIMATE SPOIL LOCATION - EXACT LOCATION TO BE �•' VERIFIED BY OWNER TOWN HIGHWAY 3ARAGE , NYSDEC NL -10 FRESHWATER WETLAND .�.'• fin-'' - — - _�� �h-- - - y. d•' J.. —_ PROPOSED APPROXIMATE LOCATION OF POTENTIAL TEMPORARY ASPHALT PROP TYPE 31 TEMPORARY BARRICA' 'I SEE'DETAIL THIS AREASSHEET(B GD WORK IN WORK AREA 'A" �i O " 't WORK �s ,� PROPOSED TEMPORARY CLOSED AREA "B" ♦ ���PN RUNWAY MARKING, SEE DETAIL, ". •� + THIS SHEET I 1 � •1 .o •ycp WINDCONE AND SEGMENTED CIRCLE /�// j RN UWAY r2 --3q PROPOSED TEMPORARY CLOSED �s * �" ","'"""'�'-�• RUNWAY MARKING, SEE DETAIL, `. / THIS SHEET 0 m 70. i O l,�NYSDEC TIDAL WETLANDS BOUNDARY `n O ' • s� WORK AREA "A" PROPOSED TYPE If TEMPORARY BARRICADES SEE DETAILWO REV'C" SHEET ( DURING W K- M'AREA A!') 40 TOWN OF SOUTHOLD COASTAL i I / TOWN OF SOUTHOLD// \\ ( / _ r EROSION HAZARD AREA BOUNDARY COASTAL EROSION // / I - SM HAZARD AREA Ij / I BOUNDARY \`y ,/� PROPOSED /_�_ 1 / RIP -RAP BERM SES-- -BLOCK" ISLAND' l DETAIL SHEET. -NO. 6 SM / I � SM NYSDEC TIDAL _ WETLANIDS BOUNDARY i A RU1 IN CHARGE OF: R.L. PECKHAM P.E., M.F. PETRANCHUK MADE BY: P.M. MANCINI . CHECKED BY: B.W. CLARK, J.A.SAWMILLER NOTES: 1. TEMPORARY CLOSED RUNWAY MARKINGS SHALL BE AVIATION YELLOW. 2. TEMPORARY CLOSED RUNWAY MARKINGS SHALL BE AS MANUFACTURED BY RAVEN INDUSTRIES, INC., SIOUX FALLS, S.D. OR APPROVED EQUAL. TEMPORARY CLOSED RUNWAY MARKING DETAIL NOT TO SCALE ;*�t NOTES: L ANCHOR BARRICADES BOTH SIDES WITH SAND BAGS TO PREVENT DISLODGING. 2. NEAR THRESHOLDS USE METAL STRAPS AND EXPANSION ANCHOR TO ANCHOR BARRICADE TO PAVEMENT. 3. FLAT, BIDIRECTIONAL WARNING LIGHTS WILL NOT BE ACCEPTABLE.. 4. CONTRACTOR TO INSTALL AN ORANGE FLAG IN ACCORDANCE WITH AC 150/5370-2C 5. BARRICADES SHALL BE SPACED W MAX. O.C. ORANGE FLAG 360' YELLOW FLASHING WARNING LIGHT I. AS MANUFACTURED BY R.E.DIETZ COMPANY CAT. NO. 214-55200 OR APPROVED EQUAL _ H : ORANGE AND WHITE REFLECTIVE SHEETING, cq CLASS "B"1-0 - N 2/-75/-u '-10" 4 l ~ a � I 2''75/a., METAL STRAPS AND EXPANSION ANCHORS 3" DIA. PVC PIPE, SDR 2108 SD9. 26 (WHITE) TYPE II BARRICADE DETAIL NOT TO SCALE NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW GENERAL NOTES: 1 THE CONTRACTOR'S SPECIAL ATTENTION IS DIRECTED TO THE CONTRACT SPECIFICATIONS, SECTION 80-12, "SPECIFIC AIRPORT OPERATING REQUIREMENTS". 2 ALL ELEVATIONS REFER TO USGS DATUM. 3 FOR TYPICAL SECTIONS, THE CONTOUR INTERVAL EQUALS 1 FOOT. FOR TRANSITIONAL AREAS, THE CONTOUR INTERVAL EQUALS 0.1 FOOT. 4 THE ACTUAL LOCATION AND ELEVATION OF ALL UTILITIES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 5 IN THE EVENT OF DAMAGE TO EXISTING UTILITIES AND CABLES, THE ENGINEER AND AIRPORT AUTHORITIES ARE TO BE NOTIFIED IMMEDIATELY. THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UTILITIES,•AS DIRECTED BY THE ENGINEER, IMMEDIATELY AND AT THE CONTRACTOR'S EXPENSE. 6 ALL AREAS DISTURBED AS A RESULT OF THE CONTRACTOR'S STAGING AND. CONSTRUCTION OPERATIONS, SHALL BE RESTORED EQUAL TO OR BETTER THAN ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 7 ALL DIRT, DUST, STONES AND LOOSE DEBRIS SHALL BE CONTINUOUSLY REMOVED FROM ALL PAVED SURFACES DURING THE WORK OF THIS CONTRACT. 8 TRANSVERSE PAVING JOINTS IN ONE LAYER SHALL BE OFFSET BY AT LEAST 2 FEET FROM TRANSVERSE PAVING JOINTS IN THE PREVIOUS LAYER. 9 TRANSVERSE PAVING JOINTS IN ADJACENT LANES SHALL BE OFFSET A MINIMUM OF 10 FEET. 10 THE LONGITUDINAL PAVING JOINTS IN ONE LAYER SHALL BE OFFSET FROM THAT IN THE PREVIOUS LAYER BY AT LEAST 1 FOOT. THE PAVING JOINT IN THE TOP LAYER SHALL BE AT THE CENTERLINE OF THE PAVEMENT. 11 ALL AREAS TO BE OVERLAID SHALL BE PREPARED IN ACCORDANCE WITH ITEM P-400, "PREPARATION OF EXISTING PAVEMENT". 12 THE CONTRACTOR SHALL RECONSTRUCT AND MAINTAIN EXISTING ACCESS ROADS AS REQUIRED FOR ACCESS TO THE WORK AREAS. 13 ALL SPOIL SHALL BE DISPOSED OF ON AIRPORT PROPERTY AS DIRECTED BY THE ENGINEER AND AIRPORT AUTHORITY. 14 ALL EQUIPMENT REMOVED AS A RESULT OF THIS CONTRACT SHALL REMAIN THE PROPERTY THE AIRPORT AND SHALL BE STOCKPILED AT A LOCATION DIRECTED BY THE OWNER. 15 ALL OF THE CONTRACTOR'S OPERATIONS SHALL REMAIN ON AIRPORT PROPERTY AT ALL TIMES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE ALLOWED ON ADJACENT PROPERTY. 16 FOR CLARITY PURPOSES, ALL EXISTING RUNWAY MARKINGS TO BE REMOVED ARE NOT SHOWN. 17 THE TOPOGRAPHIC FEATURES SHOWN HEREON WERE COMPILED FROM FIELD SURVEY PERFORMED BY CHANDLER, PALMER & KING DATED JULY 16, 1991. 18 THE CONTRACTOR SHALL COORDINATE ALL FERRY OPERATIONS AND SCHEDULES WITH THE OWNER AND CAPT. MARK ESTER OF THE FISHERS ISLAND FERRY DISTRICT. 19 THE PROPOSED RIP -RAP BERM LOCATION SHOWN IS APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE FIELD VERIFIED BY THE OWNER PRIOR TO CONSTRUCTION. 20 ALL MATERIAL TO BE REMOVED FROM RUNWAY 7 AND RUNWAY 30 ENDS AND RELOCATED AS SHOWN ON THE'PLANS SHALL BE SUBJECT TO FIELD VERIFICATION BY THE OWNER. THE QUANTITY SHALL BE FIELD VERIFIED PRIOR TO ANY REMOVAL. 21 CONSTRUCTION EQUIPMENT ON•EXISTING AND NEWLY CONSTRUCTED PAVEMENT SHALL BE KEPT TO A BARE MINIMUM AND SHALL ONLY BE DONE AFTER OBTAINING APPROVAL FROM THE ENGINEER. 22 EXISTING PAVEMENT TO BE REMOVED BY MILLING ALONG THE INITIAL 8' OF SHOULDER NOT SHOWN FOR CLARITY PURPOSES. 23 SHOULD THE CONTRACTOR CHOOSE TO CONSTRUCT A TEMPORARY ASPHALT MANUFACTURING PLANT, IT SHALL BE CONSTRUCTED AND OPERATED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS. 24 ALL ELECTRICAL WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE AND NATIONAL ELECTRICAL CODES. tt t tt Jtt . C'�p7risltE 00, 7 12 Safety Area A .D v > d O d� U N c v� O O 0 O NIO X W 01 Meet Existing Grade o 'c See Keying Detail "C" a, C Sheet No. 5 -� 0 5 4 - Proposed Elevation Existing Elevation 8.27 8.56 41 I -2 8.75 1 L.iyin iu Reniuin 1lyp.j Existing REIL (Typ ) N v w Q D c v r C: U N X W v 0 C7 C in c 0 C1 °1 0 m a_ .4-0.00193 Existing avemento Be Removed By Mi Ilin (Typ.) F00+1) 8.74 8.74 8.82 8.75 8.70 1 -1 • • O 0 + O 9.01 8.95 8.55 8.56 LEGEND Meet Existing Pavement, See Keying Detail 'A'Sheet No. 5 Meet Existing Grade At End Of Transition Area. See Keying Detail "C" Sheet No. 5. For Centerline Prof i le Of This Area See Sheet No. 4- Existing Pavement To Be Removed By Milling (Typ.) BASE BID \�Dt GRADING PLAN Meet Existing Grade At / Beginning Of Transition Scale I"= 60' i \\Z Area. See Keying Detail >s "C"Sheet No. 5 Y C: 0 M U > v 0.00116 w 8.89 8.83 8.77 8.51 8.46 8.30 I I c 8.66 8.60 8.54 8.20 8.14 8.02 I I I 7 8.42 8.36 8.31 7.92 7.91 7.90 I I I i 3 4 5 a� Existing Base Mounted Threshold Light > Existing Base Mounted Threshold Light 10 To Be Raised N T Existing Duct Bank v Existing REIL 3 ❑ c w U) 7 o✓ 0.0010 9 IN CHARGE OF: R.L. Peckham P.E., M.F. Petranchuk ® Existing Double Obstruction Light U-) MADE BY: M.J. Drozd X w 0 z -- c w 8 7 12 Safety Area A .D v > d O d� U N c v� O O 0 O NIO X W 01 Meet Existing Grade o 'c See Keying Detail "C" a, C Sheet No. 5 -� 0 5 4 - Proposed Elevation Existing Elevation 8.27 8.56 41 I -2 8.75 1 L.iyin iu Reniuin 1lyp.j Existing REIL (Typ ) N v w Q D c v r C: U N X W v 0 C7 C in c 0 C1 °1 0 m a_ .4-0.00193 Existing avemento Be Removed By Mi Ilin (Typ.) F00+1) 8.74 8.74 8.82 8.75 8.70 1 -1 • • O 0 + O 9.01 8.95 8.55 8.56 LEGEND Meet Existing Pavement, See Keying Detail 'A'Sheet No. 5 Meet Existing Grade At End Of Transition Area. See Keying Detail "C" Sheet No. 5. For Centerline Prof i le Of This Area See Sheet No. 4- Existing Pavement To Be Removed By Milling (Typ.) BASE BID \�Dt GRADING PLAN Meet Existing Grade At / Beginning Of Transition Scale I"= 60' i \\Z Area. See Keying Detail >s "C"Sheet No. 5 Y C: 0 M U > v 0.00116 w 8.89 8.83 8.77 8.51 8.46 8.30 I I 8.72 8.28 I 8.66 8.60 8.54 8.20 8.14 8.02 I I I 8.48 8.00 I 8.42 8.36 8.31 7.92 7.91 7.90 I I I 2 3 4 5 6 6- Existing Contour ® Existing Catch Basin -7- Proposed Contour Z Existing Transformer And Disconnect oQ Existing Base Mounted Edge Light » Existing PAPI m Existing Base Mounted Threshold Light o Existing Guidance Sign Existing Base Mounted Threshold Light Proposed Guidance Sign To Be Raised Existing Duct Bank 0 Existing REIL Existing Pavement To Be ❑ Existing Pull Box w U) Removed By Milling Existing Single Obstruction Light 0.0010 Proposed Overlay IN CHARGE OF: R.L. Peckham P.E., M.F. Petranchuk ® Existing Double Obstruction Light U-) MADE BY: M.J. Drozd CHECKED BY: B.W. Clark, J.A. Sawmiller RUNWAY 12-30 CENTERLINE PROFILE Scale: Vert. - I"= 1' (BASE BID) Horiz.- I"= 60' Existing 4 -Way Duct Bank Proposed Finished Grade Existing Grade 8.25 8.19 8.13 8.07 8.02 7.81 7.70 7.66 7.56 7.50 I I I 7 8 9 U-) w N � I C r. v s U v 3 C o Q) 0 CL 0 CL LO Q) + 0) 7.91 7.44 7.96 7.90 7.82 7.75 7.43 7.45 7.50 7.32 I 10 11 1 0 1 2 Ft. 1' 60 0 60 120 F t. 60' NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW Q00152 Existing 4 -Way Duct Bank 7.68 7.60 7.53 7.45 7.38 7.32 7.22 7.01 7.09 7.01 I I I 12 13 z w w w w co O LO O Q 0 Z J U F - Q N C: O C; L z U � w w 07 vii w o 0 w U) 0.0010 O -� U-) z -- O_ F - Q F- 07 w z_ J O = V U 1 Q 7.23 6.931 7.30 7.22 6.96 6.92 V1 �-J 7 5 2 re 0 E-13 7 5 4 9 Proposed Elevation Existing Elevation Existing Transformer \ \ M Limit Of Proposed Overlay And Disconnect (Typ.) 0 p Meet Existing Pavement See \ \ E Z Keying Detail "A" Sheet No. 5 (Typ.) Existing PAPI Ex ting\Threshold Lights To Raisse\�dSee Detail Sheet o.8`(Typ.) 6� B � j Existing Base Mounted Existing Catch Basin (Typ.) �7- / \\\\ W Edge Light (Typ.) Q� O CY4 Existing Electrical N 4u -m- W Pull Box (Typ.) W -_� j------�- �- --- w - Existing Concrete Slabs To e Replaced At em P-502 O ::::... _ , See Detail This Sheet.! labs TotBe Replaced 4 �. w 1 - - Existi : L0 , a u�-- --- ---- . Determined a,.eld. :: - -- Conc c e Pad Shall Be _Y UNWAY I2 30-�Engineer n The Field 7 , � B Engine • `- 23 -----�-- 25 - Existing Earth To Be Removed And Runway Z 15 ? ......--�'16 17 i$ t9 2C1 �- 2t 22 --T- - - - Surface Swept Clean,Item P - 152 0 , - SED RAY E f .. ... :Y. E} f- - -- - - NOTE • .... :... ... .:i" ..: ,H. .. .. I- F:. ROP OVE •-O�erl4 o , _.1 � nd 0 ap�osed•- Q 'K ,. - - - •-�•----�---�- S�e.-� - Proposed Bituminous 0 erla 1- " _ Detaify She�fl Exists Double u.. : I nV 3 _ . o N.o. 5' • • Obstruction Light (Typ.) hall Be Sawcut And Sealed Y W Directly Over All Existing ZEl __ -� Existing Threshold Light ❑ Concrete Slab Joints. See Joint J / � ) �\ �� /� \ /� ---� To Remain (Typ,) Sealing Detail Sheet No. 8. Limit Of Proposed Overlay/� 9 g� U Runway Shoulder Shall Receive Sand Slurry Coal -Tar Pitch Meet Existing Pavement, See Existing REIL (Typ.) Q Y Keying Detail "N'Sheet No. 5 (Typ.) � Emulsion Sealcoat Item P-625(Typ.) - Approximate _ BLOCK ISLAND SOUND Coastline 0 'Existing Rip, -Rap /r Z 7.22 7.17 7.12 7.07 6.92 6.78 6.74 6.78 15 16 7.02 6.96 6.90 6.84 6.50 6.48 6.47 6.41 17 18 o Proposed Finished Grade Meet Existing Grade - See Keying Detail "C" BASE BID GRADING PLAN. Scale: I"=60' Proposed Finished Grade 0.00109 Existing Grade 6.78 � 72 6.66 6.60 6.55 6.49 6.44 6.38 6.33 6.24 6.22 6.10 6.08 6.02 5.97 5.94 19 20 21 22 RUNWAY 12-30, CENTERLINE PROFILE Scale: Vert. - I"= 1' (BASE BID) Horiz.- I"= 60!o W to g. Meet Existing Grade See o � Keying Detail "C"Sheet No.5 C: > -.-•0.00079 wO Proposed Elevation Existing Elevation 7 D 5 • 7.95 7.99 8.04 8.07 7.66 7.77 7.84 8.01 8.10 8.14 8.26 1 1 , 1 I 8 9 10 11 9 7 A 5 O rnO C M C1 •_ v U 3 c� v� v v' c fA O W N O 0O ac O a- W nwav 30 41 0.0041 oM o + + M N N O _ 0 6.26 It 5.78 N 6.33 6.28 6.17 5.93 5.70 5.87 5.85 5.74 5.67 5.70 1 1 23 24 Area -Meet Existing / Grade See Keying Detail "C" Sheet / No. 5 -Existing O Pavement To Be + Remo ed By N Millin (Typ.) Proposed Elevation 5.63 5.56 5.39 Existing Elevation X 0 7 0 5 21 25 Proposed Full Depth See Concrete Joint And Crack Portland Cement Concrete Sealing Detail Sheet No. 8 Pavement Repair Item P-502 Existing Concrete Pavement Contractor Shall Provide A Broom Finished Surface Texture t ., 4 N i. NOTE :a q% N - Proposed Deformed Bars Shall Be Placed On All Four Sides Of Proposed Concrete Slabs. Drill And Grout Proposed Sawcut Existing Concrete 3/4" Dia., 18" Long Deformed Full Depth Prior To Removal Bar, 18" On Center FULL DEPTH CONCRETE • .• • .• • .• NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW REPLACEMENT DETAIL N H SULLIVAN. INC 511903 • ep1Ms E Sheet No. 5 0 0034 - 15 Exis ing Pave ent ' O To a Remove v By Milling (Ty).) 0 LO 6.99 ti 7.06 7.23 7.40 7.5.7 7.74 7.91 6.73 6.72 6.73 6.88 7.07 7.12 7.28 7.40 7.48 7.53 3 4 5 6 7 RUNWAY 7-25 CENTERLINE CHARGE OF R.L. Peckham P. E., M. F. Petranchuk PROFILE -TRANSITION AREA (BASE BID) M MADE BY: M.J. Drozd CHECKED BY: B.W. Clark, J.A. Sawmiller Scale: Vert. -1'I= I' Horiz.- I"= 601 Proposed Elevation Existing Elevation 7 D 5 • 7.95 7.99 8.04 8.07 7.66 7.77 7.84 8.01 8.10 8.14 8.26 1 1 , 1 I 8 9 10 11 9 7 A 5 O rnO C M C1 •_ v U 3 c� v� v v' c fA O W N O 0O ac O a- W nwav 30 41 0.0041 oM o + + M N N O _ 0 6.26 It 5.78 N 6.33 6.28 6.17 5.93 5.70 5.87 5.85 5.74 5.67 5.70 1 1 23 24 Area -Meet Existing / Grade See Keying Detail "C" Sheet / No. 5 -Existing O Pavement To Be + Remo ed By N Millin (Typ.) Proposed Elevation 5.63 5.56 5.39 Existing Elevation X 0 7 0 5 21 25 Proposed Full Depth See Concrete Joint And Crack Portland Cement Concrete Sealing Detail Sheet No. 8 Pavement Repair Item P-502 Existing Concrete Pavement Contractor Shall Provide A Broom Finished Surface Texture t ., 4 N i. NOTE :a q% N - Proposed Deformed Bars Shall Be Placed On All Four Sides Of Proposed Concrete Slabs. Drill And Grout Proposed Sawcut Existing Concrete 3/4" Dia., 18" Long Deformed Full Depth Prior To Removal Bar, 18" On Center FULL DEPTH CONCRETE • .• • .• • .• NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW REPLACEMENT DETAIL N H SULLIVAN. INC 511903 • ep1Ms E For Continuation Of Runway 12 End Limit Of Proposed Sand Slurry '� o See Sheet No. 3 (Base Bid ) Coal -Tar Pitch Emulsion Sealcoat (Typ.) Existing Transformer Existing Earth To Be Removed And Disconnect (Typ.) Limit Of Proposed Overlay From Runway Surface And Relocated, Meet Existing Pavement See ke ach Grass (Typ.) Item T 906 m Item P-152 See Detail Sheet No. 6 Existing PAPI� �q Keying Detail "B" This Sheet (Typ.) all Be 12"On Center O\- •'•'• �' .� ntire Grading Area (Typ.) Existing Threshold Lights a + '� -' I To Be Raised See �>Existing Base Mounted 501 Detail Sheet No.8 (Typ.) `� 1 ,� Edge Light (Typ.) ..........:.\ ? Existing S 1 I p ObstructiWLight (TYPoj ic7 g ..RUNWAY' �'� r` rh NWAY 7- 25 ..PROPOS OVERLAY S .w 8 .1 w 7.97 rn - ? ?2, w s1 o ..._��- 7 � +r � 100 y W _._ _-.�... U0 0,.: �.`.' U ,1 ,� : '• Existing Threshold 0 Light To Remain (Typ.) -_ I \ o o JO o C Existing 4 -Way Limit Of Proposed Overlay 6Existing REIL Duct Bank Meet Existing Pavement See 1 �\,• ?s �0� Keying Detail 'W'This Sheet (Typ.) W Proposed Limit Of k Runway Shoulder Shall Receive Existing Catch Z Gradin And Beach Grass ISS Existing Pull Box Basin (Typ.) Grading qN0 To Be Removed- Sand Slurry Coal -Tar Pitch .J See Detail, Sheet No. 6 SOUND See Sheet No.7 Emulsion Sealcoat Item P-625 (Typ.) _ Proposed Rip -Rap Berm, U I- Q Item D-712, Shall Be a' Existing Double Constructed To Meet Approximate NYSDEC Obstruction Light Existing Sand Berm On Tidal Wetland Boundary-,_ \� Each End.See Detail Sheet 6 1 <Ct] VA D 0 5 t N I D Runway 7 Safety Area C Existing Pavement To Be Removed) By Milling (Typ.)- T v 3 C CP c _N X w 0 C SND Meet Existing Grade Proposed Finished Grade--, See Keying Detail "C" This Sheet 0.0014 �0 004 ao N T Proposed Elev. 6.08 6.22 Existing Elevation 6.08 6.12 I O O + O 6.47 6.63 6.70 6.77 6.84 6.91 6.22 6.15 6.31 6.35 6.56 6.67 I I I I I 0 1 2 TRANSVERSE GRADE CHART BASE BID ALTERNATE NO. 1 � RUNWAY 12-30 v v, RIGHT C b- e) v > L O U -n (L) Q) 1.0% N v 0 1.0% Q. 0 0 Varies 3+96 to 4+46 1.0% Varies 4+46 to 7+50 0 1.0% Cn O 0 7+50 to 13+21 CL v+ 0 c .. •c a.. 1.0% 13+21 to 23+30 c 1.0% 23+30 to 24+50 Varies Varies 23+30 to 24+50 m Varies T v 3 C CP c _N X w 0 C SND Meet Existing Grade Proposed Finished Grade--, See Keying Detail "C" This Sheet 0.0014 �0 004 ao N T Proposed Elev. 6.08 6.22 Existing Elevation 6.08 6.12 I O O + O 6.47 6.63 6.70 6.77 6.84 6.91 6.22 6.15 6.31 6.35 6.56 6.67 I I I I I 0 1 2 TRANSVERSE GRADE CHART BASE BID ALTERNATE NO. 1 RUNWAY 12-30 RUNWAY 12-30 STATION LEFT RIGHT STATION LEFT RIGHT -0+90 to 0+00 Varies Varies -0+90 to 0+00 Varies Varies 0+00 td 3+96 1.0% 1.0% 0+00 to 3+96 1.0% 1.0% 3+96 to 4+46 1.0% Varies 3+96 to 4+46 1.0% Varies 4+46 to 7+50 1.0% 1.0% 4+46 to 7+50 1.0% 1.0% 7+50 to 13+21 Varies Varies 7+50 to 13+21 Varies Varies 13+21 to 23+30 1.0% 1.0% 13+21 to 23+30 1.0% 1.0% 23+30 to 24+50 Varies Varies 23+30 to 24+50 Varies Varies RUNWAY 7-25 RUNWAY 7-25 STATION LEFT RIGHT STATION LEFT RIGHT 4+80 to 9+90 Varies Varies -1 +28 to 0+00 Varies Varies 0+00 to 1 +65 1.0% Varies 1 +65 to 4+40 1.0% 1.0% 4+40 to 10+15 Varies Varies 10+15 to 18+01 1.0% 1.0% 18+01 to 19+00 Varies I Varies IN CHARGE OF: R.L. Peckham P.E., M.F. Petranchuk MADE BY: M.J. Drozd CHECKED BY: B.W. Clark, J.A. Sawmiller a� v C v L U a) v L- 0 0 a� 0 Q 0 L a_ ALTERNATE NO. GRADING PLAN Scale: 1" = 60' Existing IGrade�� I r- o Runway 12-30 Runway 12-30 Meet Existing M M 7.05 7.15 7.24 7.34 j 7.43 6.73 6.72 6.73 I I I 6.88 i 7.07 I 3 4 Coal -Tar Pitch 5 RUNWAY 7-25 Sand Slurry CENTERLINE PROFILE Scale: Vert. -I"= I' (ALTERNATE NO. i) Horiz. -1" = 60' Pitch Proposed True And Leveling Course - Thickness Varies Item P- 409�� "-0.0019 7.53 7.62 7.72 7.81 7.12 7.28 7.40 7.48 I I i I 6 7 Proposed NYSDOT Type 6F Top Course Item P-409 2" (Typ.) Var1.es`. 7.91 8.00 7.53 7.66 I I 8 Existing Guidance Sign (Typ.)- Z W W cn W U) O + O Q U) Z_ J F- 2 Existing Grade See Keying Detail A This Sheet - v 3 C 0 X Om c w Le, : 7 v c o: Proposed Sand Slurry Coal -Tar Pitch Emulsion Sealcoat Item P-625 Shall Be Applied W To Runway Shoulder Surface 150' I (Typ.) 37.5 Runway 7-25 8' (Typ.) 50' Runway 12-30 r 0.01 �oc�es 37.5 Runway 7-25 50' Runway 12-30 8' (Typ.) 2"(Typ.) 0.01 Vpries ti Proposed True And Leveling Proposed NYSDOT Type 6F Course, Thickness Varies Top Course Item P -409 Item P-409 Proposed Bituminous Tack Coat Item P-603 TYPICAL RUNWAY PAVEMENT SECTION Not To Scale > v 6 C D: Cr C: taK W li S 8.10 8.19 8.29 Proposed Elev. 777 7.84 8.01 Existing Elevation 4 9 W Meet Existing Grade 0 Sawcut Existing o Pavement Prior To E. Removal, See Joint Sealing Existing 0 Detail Sheet No.8 Grade C W 2 Proposed Bituminous Existing Pavement To Be Tack Coat Item P-603 Removed By Milling KEYING DETAIL "C" Not To Scale 75' (Typ. Runway 7-25 8'(T .) Runway 12-30 Runway 12-30 Meet Existing Pavement-Sawcut Proposed Sand Slurry Meet Existing O o,E Prior To Removal -See Coal -Tar Pitch Pavement -Sawcut Proposed Sand Slurry 2 (TYp) a) Prior To Removal -See Coal -Tar Pitch li Joint Sealing Detail Emulsion Sealcoat 0.01-� w 4- Sheet No. Item P-625 Shall Be Applied To Runway Varies Shoulder Surface --1 Proposed True And Leveling Course, Thickness Varies Item P-409 Proposed Bituminous Proposed NYSDOT Type 6F Tack Coat Item P-603 Top Course Item P- 409 KEYING DETAIL "A" Not To Scale Transitional Area See Gradina Plans i -Existing Pavement To Be Removed By Milling Runway 7-25 8' (Ty .) Runway 12-30 =1 Meet Existing Pavement-Sawcut Proposed Sand Slurry 2"(T (Typ.) O o,E Prior To Removal -See Coal -Tar Pitch c Joint Sealing Detail Emulsion Sealcoat w N Sheet No. 8 Item P-625 Shall Be li Applied To Runway Vories y Shoulder Surface-) Proposed True And Leveling Course, Thickness Varies Item P- 409 Proposed Bituminous Proposed NYSDOT Type 6F Tack Coat Item P-603 Top Course Item P-409 KEYING DETAIL "B" Not To Scale 1 0 1 2 Ft. t' 60 0 60 120 Ft. 60' NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW -Existing Pavement To Be Removed By Milling Meet Existing Pavement (Typ.) --Existing Grade --Existing Grade ........ 12 II\ --fit- - - -H_ _ Existing 8 -Way j I i �- Existing Septic Duct Bank II ' OFFICE Manhole l / - - \moi // Limit Of Proposed Overlay Meet / APRON Existing Pavement See Keying Detail "B" Sheet No. 5 /�� Run4ay,-SFioulder And Apron Shall Existing 4 Way ,R'eCefve An Application Of Sand Duct Bankrurry Coal -Tar Pitch Emulsion Existing Threshold I FjI / / Sealcoat Item P-625 (Typ.) Light To Remain (Typ. (n p+ I I � �8' (Typ.) O�M.......... ....... L LO'•.,�U) Existing Base Mounted `8 Limit Of Proposed Overlay, Meet + .•'\ Existing Catch Edge Light (Typ.) Existing Pavement See Keying Basin (Typ.) Detail "A" Sheet No. 5 Z �rL� Existing PAP( O x Existing Guidance Sign (Typ.) ' c Q ,� • ;�0: 7 Existing Transformer And Disconnect (Typ.) ow . '•., ® Limit Of Proposed Sand Slurry Coal -Tar Pitch Emulsion Sealcoat (Typ.) W Z_ FU--��//'� .� TV 7 f G 0 Existing 4 -Way Duct Bank - 8.38 8.48 8.09 8.14 1 1' 10 IN CHARGE OF: R.L. Peckham P.E., M.F. Petranchuk MADE BY: M.J. Drozd CHECKED BY: B.W. Clark, J.A. Sawmiller �,n , ,,,.ti .r - ani For Continuation Of Runway 30 End See Sheet No's 3 And 4 ( Base Bid) ALTERNATE NO. I GRADING PLAN Scale:l"=60' Y O C Z II F- M LLJW N a v •0 L � U) 3 ILL 10 w o 07 U' .0 O T v v rn 3 0, � v 9 0 Meet Existing Grade N Q v, F- c (7 ww W 8 Z_ . J X w U I- Q 7 f G 0 Existing 4 -Way Duct Bank - 8.38 8.48 8.09 8.14 1 1' 10 IN CHARGE OF: R.L. Peckham P.E., M.F. Petranchuk MADE BY: M.J. Drozd CHECKED BY: B.W. Clark, J.A. Sawmiller �,n , ,,,.ti .r - ani For Continuation Of Runway 30 End See Sheet No's 3 And 4 ( Base Bid) ALTERNATE NO. I GRADING PLAN Scale:l"=60' Y � C v v L N M c N a v •0 L � U 3 N U o Q) U' .0 a T v v �- 3 0, � v Cr � Meet Existing Grade N O v, Detail c CL ww O No. 5 w` . Qr X w .--0.0019 8.57 8.67 8.76 8.26 8.34 8.44 11 12 Proposed Finished Grade Existing Grade 8.86 8.95 8.44 8.54 � I 13 9.05 8.71 -0.00055 O + 9.15 9.18 9.21 923 8.75 8.78 8.78 8.87 1 1 f 14 15 RUNWAY 7-25 CENTERLINE PROFILE Scale: Vert.- I"= I' (ALTERNATE N0. 1) Horiz.- I"= 60' 9.26 8.92 1 16 9.29 8.91 9.32 8.96 -1 17 9.35 8.97 Proposed Grade -Varies And Shall Not Exceed 25% Existing REIL 4(Typ.)Existing Concrete Slabs To Be Replaced At Full Depth, P- 502 See Detail Sheet No. 4. S To Be Replaced Shall Be Dete mined By Engineer In The Field. -_. __ Existing Con. End Of Proposed Overlay ....... See Keying Detail C Sheet No -5 ------------ -12�" (Typ.) A Extended Runway 7 Centerline v t Q Q v Existing Single i Proposed Beach Grass As Shown N Obstruction On Grading Plan Sheet No. 5 (Typ.) o Light w O L Existing Earth To Be Removed t` And Relocated As Shown Item P-152- Proposed -152Proposed Grade Varies And Shall Not Exceed 25% Relocated Earth To Be Placed At A Location Approved By the Engineer, Depth Shall Not Exceed 12" RUNWAY 7 SAFETY AREA GRADING DETAIL, Not To Scale t - .......9 NOTE: 2 - -- Proposed Bituminous Overlay Shall Be Sawcut And Sealed -, -"'" -' "-"-- ---- Directly Over All Existing Concrete Slab Joints. See Existing Base Mounted Threshold Joint Sealing Detail Sheet No.8. Q Lights To Be Raised See Detail Sheet No. 8 / 0 25 Safetv Area v c O v N L N > iu N a v •0 O v� v n O � °' N L N a N a v U> v v o r .. O 3 N U M- O v, U' .0 a V �- «- 'D X W W W 0 "_ o Meet Existing Grade o-0 01 See eying Ko Detail a ww "C" Sheet No. 5 w` . 0'0022-.- N O. CO 18.97 9.137 8.96 1 18 N O m N CT' 9.15 rn 9.15 9.24 9.11 8.96 9.11 1 9.16 12 Existing Pavement To Be Removed By Milling (Typ.) N Ct 0 N Proposed Elevation Existing Elevation I , 12 IN E 7 0 Existing Grade (Typ.) To Block Island Sound « To Runway 7 End Proposed Tight Fitting 51 SSee Note No.l Proposed Stone Ranging In Size From I/2 To 4 Tons For Elevation Grade (Typ.) Proposed +1 Beach Grass � Item T- 906 r 10' Maximum :. 2 (Ty P.) Proposed Stabilization Fabric, Item D-710 Relocated Earth From End Of Runway 7 60 0 60 120Ft. 1S 60' NO ALTERATION PERMITTED HEREON I 0 1 2Ft. EXCEPT AS PROVIDED UNDER SECTION I 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW RIP -RAP BERM DETAIL Not To Scale Notes: 1. The Elevation Of The Rip -Rap Berm, At Any Point, Shall Not Go Below A Minimum Of 12.5 Feet Nor Exceed A Maximum Of 13 Feet Above Sea Level. 2. The Exact Location Of Rip -Rap Berm Shall Be Field Verified And Approved By The Owner Prior To Construction. 3. The Berm Shall Be Constructed Of Stone Obtained From Airport Property. 4. The Contractor Shall Perform Minor Grading At The Location Of The Rip -Rap Berm, As Directed By The Engineer, To Achieve A Uniform Slope In Accordance With Item P-152. Copyright 601 Min. This Area Shall Be Clear Of All Brush And Tall I Grass To Ground Level Excluding Rip -Rap Berm REIL Unit 15°Min. Parallel To Runway Centerline 15° Min. Edge Of Existing Pavement- REIL REALIGNMENT DIAGRAM Not To Scale Proposed 31 Wide Aviation Yellow Chevron Marking (Typ.) Staff Ty4p5° ' 45 ° YP•) 0 3 Proposed Aviation White Relocated Threshold Marking Proposed Aviation White Runway Designation Marking (Typ.) See Numeral Details This Sheet - Existing Transformer And Disconnect (Typ.) Existing PAPI Unit (Typ.) 1-1 E Proposed Guidance Sign No. I See Detai I Sheet No. 8 Existing 4 -Way Duct Bank Proposed Aviation Yellow Holding Position Marking See Detail This Sheet (Typ.) Existing Guidance Sign (Typ.) n d I. III u I n II �� 11 9 5 lTy P - 6 Existing Electrical Pull Box (Typ. ) Existing Office �p Building Existing 21' Rigid (T ) Steel Conduit • Existing YP• Electrical Building Existing Existing Apron To Be Apron Slurry Sealed, See Details Existing 8 -Way Sheet No. 5 �\\ Duct Bank Existing Base Only Of Base Mounted Edge Light (Owner Has Top Portion In Storage) Existing Electrical Manhole--►St� ,--' �S \r' Proposed Guidance 0 Sign No. 4 p� °° 0. \° Q' bo b NO o, o g _ - ° p-- o g 1001(T ) o - a`r'r Proposed 3-1/C No.8AWG Proposed 31 Wide Aviation / `�� ``, `b 84' 60OV, L-824 Type "C" Yellow Chevron Marking Direct Burial Cable (Typ.) �� �, N b Existing Transformer,� N Q7 cO And Disconnect (Typ.) 0 1 \� roposed I- I/C No. 8 AWG + + O •� 5 (Typ.) b ° ��� 5KV L-824 Type 11C11 Direct = oZ: N Burial Cable -Splice o - c • 450 To Existing (Typ.) v Existing REIL (Typ.) �� 2 (T Proposed Guidance Sign No.2 Proposed 211 Rigid Steel 1 Q p��See Detail Sheet No. 8 (Typ.) Conduit See Conduit Trenching b Detail Sheet No. 8 (Typ.)—{>� `m, Existing I -I/C No. 8 AWG �5KV L-824 Type "C" Direct Burial Cable (Typ.) Existing Double Obstruction Light m 0Approximate —°- ° • Existing Single 1'`Coast Line �-� E oncrete Electrical Pull Obstruction Light (Typ.) � �-� f- Boxes To Be Removed, Item M-100 . Existing Rigid Steel Existing REIL Foundation To Be Conduit And d Dire urial Cable To B emoved Realigned And Reinstalled, Item M-100 ,, o 1 21 See Diagram This Sheet cl (NOTE: 1. Contractor shall maintain the following sequence of construction operations upon completion of overlay: A. Sawcut and Seal Joints B. Runway Painting 2. For clarity purposes, all existing runway markings to be removed are not shown. Removal of existing markings shall be in accordance with Item P-400, "Preparation of Existing Pavement, Type 1". IN CHARGE OF: R.L. Peckham P.E., M.F. Petranchuk MADE BY; M.J. Drozd CHECKED BY: B.W. Clark, J.A. Sawmiller W W CI11 I IVAN Il SIIIAn 0 Lo N1 0 zo rn N S' ti 0 15� 20' vI 3 W r- r` 9 S 2 0 Q R ofW Existing Lighted Wind Cone Proposed Guidance 13 And Segmented Circle Sign No. 3 P ropo, ed 211 Rigid Steel Conduit Conduit Trenching Detail Sheet No. 8(Typ.) Proposed 1811 Wide Aviation White Centerline Stripe (Typ.) x\12 13iir51(Typ.) R NUMERAL DETAILS Not To Scale i Ij 14 1 15 ° ►I II u Proposed 1811 Wide Aviation White Side Stripe (Typ.) 16 O 17 1SLANp SOUND O 1 LO 18 O 19 20 1�4 co, Existing REIL (Typ.) 4 - 6" STRIPES 3 - 6" SPACES 3' 3' , , �w a Z H zcr- -0 Ujcrz 6" CENTERLINE STRIPE o Ii HOLDING POSITION MARKING DETAIL NOT TO SCALE 80'(Typ.) 120, (T 40, YP.) lrYP) 60'(T / Y . 2 ' 24 0, O � 1p, 50, (ryP ) 21 '' .r ° Existing 2" Rigid Steel Conduit (Typ.) ❑� 0 Existing Single le Obstruction Light I 9 Foundation And Exposed Conduit Be Reburied, Item M-100 �'� En2r(Typ) s J o, T3 t N a W I~ N N 2 100 0 100 20OFt. 100 501W M NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW no Existing Thres dL ghts ToBe Modified Detail Sheet No. 8 (Typ.) NOTES: 1. WHEN 5 OR MORE CABLES ARS PLACED IN A COMMON TRENCH, THE CABLES SHALL BE INSTALLED USING 30 SPACING WITH COUNTERPOISE WIRE CENTERED ABOVE. 2. THE CONTRACTOR SHALL PROVIDE ONE COUNTERPOISE WIRE OVER 1-5 CABLES, TWO COUNTERPOISE WIRES OVER 6-10 CABLES, THREE COUNTERPOISE WIRES FOR 11-15 CABLES, ETC. THE COUNTERPOISE WIRES SHALL BE PLACED PROPORTIONATELY THROUGHOUT THE TRENCH. 3. HIGH VOLTAGE, LOW VOLTAGE AND CONTROL CABLES SHALL NOT BE PLACED IN THE SAME TRENCH UNLESS THEY ARE SEPARATED BY A MINIMUM OF 12 INCHES. INSTALL 6" WIDE PLASTI=C WARNING TAPE IN ALL CABLE TRENCHES PRIOR TO PLACING TOPSOIL 3" TOPSOIL, SEED AND MULCH (TYP.) EXISTING GRADE-� SUITABLE BACKF COUNTERPOISE W NYSDOT ITEM 703-06 MATERIA CABLE (TYP. CABLE TRENCHING DETAIL NOT TO SCALE PROPOSED NYSDOT TYPE 6F MEET EXISTING TOP, SURFACE COURSE PAVEMENT TOPSOIL, SEED TURFED AREAS, PAVED AREAS AND MULCH SAWCUT PAVEMENT �41MIN .) ' r4" " PRIOR TO REMOVAL I ! J 1 1. 6 ---- BITUMINOUS TACK COAT (TYP.) ITEM P-603 o "� PROPOSED NYSDOT TYPE 2 SUBBASE COURSE ITE M D-711 SUITABLE BACKFILL I EXISTING PAVEMENT TO z I BE REMOVED AND REPLACED H I � I 20-1 PROPOSED LINING I ITEM D-711 NYSDOT ITEM ,• I NOTES: 703-06 MATERIAL - .4 M ' RIGIID CONDUIT 0 �. THE CONTRACTOR SHALL RESTORE TRENCHED AREAS TO A CONDITION EQUAL TO OR BETTER ' THAN THE ORIGINAL SURFACE. (TYP.) ~' 2. PROVIDE WATERTIGHT TERMINATION AT CONDUIT ENDS. 3. IF MULTIPLE RIGID CONDUITS ARE SPECIFIED BY THE ENGINEER,SPACING BETWEEN CONDUITS SHALL NOT BE LESS THAN 3" FROM O.D. TO O.D. CONDUIT TRENCHING DETAIL NOT TO SCALE Existing Threshold Light Proposed Finished Grade Existing Grade Proposed Jaquith Industries, Inc. Vega No. 2007, L - 867 Extension Or Approved Equal Sizes Vary See Chart Adjacent Existing L-867 Class 1 Size B Light Base THRESHOLD LIGHT MODIFICATION DETAIL Not To Scale IN CHARGE OF: R.L. Peckham PE., M.F. Petranchuk MADE BY: M.J. Drozd CHECKED BY: B.W. Clark, J.A. Sawmiller I NOTES: 1. AN IDENTIFYING NUMBER TAG SHALL BE PLACED ON EACH PROPOSED GUIDANCE SIGN UNIT. 2. THE TAG SHALL BE A 2" DIA. DISK OF NON -CORROSIVE COPPER BASED METAL WITH NUMBERS PERMANENTLY STAMPED OR ETCHED. GHT UNIT NUMBER 3. TAGS SHALL BE SECURELY ATTACHED TO THE SIGN UNIT BY A NON -CORROSIVE )ENTIFICATION SET SCREW OR WIRE BAND. IDENTIFICATION TAG DETAIL NOT TO SCALE PLAN THRESHOLD LIGHT ELEVATION CHART RUNWAY 12 END r. t RIGHT 50' :A Offset 40' 50' 8.29 8.37 Existing Elevation 8.43 8.35 8.48 8.58 Proposed Elevation 8.57 8.50 RUNWAY 30 END LEFT 11t RIGHT Proposed Jaquith Industries, Inc. Vega No. 2007, L - 867 Extension Or Approved Equal Sizes Vary See Chart Adjacent Existing L-867 Class 1 Size B Light Base THRESHOLD LIGHT MODIFICATION DETAIL Not To Scale IN CHARGE OF: R.L. Peckham PE., M.F. Petranchuk MADE BY: M.J. Drozd CHECKED BY: B.W. Clark, J.A. Sawmiller I NOTES: 1. AN IDENTIFYING NUMBER TAG SHALL BE PLACED ON EACH PROPOSED GUIDANCE SIGN UNIT. 2. THE TAG SHALL BE A 2" DIA. DISK OF NON -CORROSIVE COPPER BASED METAL WITH NUMBERS PERMANENTLY STAMPED OR ETCHED. GHT UNIT NUMBER 3. TAGS SHALL BE SECURELY ATTACHED TO THE SIGN UNIT BY A NON -CORROSIVE )ENTIFICATION SET SCREW OR WIRE BAND. IDENTIFICATION TAG DETAIL NOT TO SCALE PLAN THRESHOLD LIGHT ELEVATION CHART RUNWAY 12 END LEFT t RIGHT 50' 40' Offset 40' 50' 8.29 8.37 Existing Elevation 8.43 8.35 8.48 8.58 Proposed Elevation 8.57 8.50 RUNWAY 30 END LEFT 11t RIGHT 50' 40' Offset 40' 50' 5.53 5.63 Existing Elevation 5.65 5.54 5.77 5.87 Proposed Elevation 5.85 5.74 RUNWAY 7 END LEFT t RIGHT' 37.5' 27.5' Offset 27.5' 37.5' 5.96 6.03 Existing Elevation 5.80 5.75 6.19 6.28 Proposed Elevation 6.15 6.00 ' RUNWAY 25 END LEFT 11t RIGHT 37.5' 27.5' Offset 27.5' 37.5' 8.75 8.78 Existing Elevation 8.85 8.74 9.00 9.10 Proposed Elevation 9.10 F 9.00 I NOTE: For Threshold Lights Being Raised Less Than 1.75' Use Jaquith Industries Vega No. 2006, L-867 Extension or Approved Equal 2'-011 PLAN NOTES- Proposed Joint Sealing Filler, Item P-503 Joint Sealing I. Joint Construction Is (Federal Specification Filler ASTM D-3405 I/2 Considered Incidental SS -S-200) �� I/8 To This Contract And No Direct Payment TWill Be Made. (Item P-605) Groove Width "W,11 I N 2. Sawcut Joint After 1/4" Max. See Note No. 2 Proposed - Paving Using One Pavement Pass With Gang Blades Depth Of Joint a..' „ Bond Breaker Tape I/81Sealing Filler I•I/4 Min. 04 Sawcut Joint J Existing Or Proposed Or Crack Pavement JOINT SEALING DETAIL Not To Scale NOTES: I. LETTERS SHALL BE APPROXIMATELY 4" HIGH x 3" WIDE x 1/4" DEEP WITH (/2" STROKE WIDTH. 2. CONTRACTOR SHALL INDICATE NUMBER OF DUCTS ON DUCT BANK NUMBER. ................ I--, ...................... 11 PLAN NYSDOT CONCRETE CLASS "A" f- I" CHAMFER ... Q .; .• ilii _mu=1 - SECTION CONCRETE MARKER DETAIL NOT TO SCALE NOTES: I. ALL STRIPES AND SPACES TO BE EOUAL WIDTH. 2. ALL MARKINGS 3' IN WIDTH OR GREATER SHALL BE STRIATED 4" MIN. .... .... r ■..r 6" MAX. SPACE 4" MIN. 6" MAX. STRIPE STRIATED MARKING DETAIL NOT TO SCALE \. Back Up Material As Specified For Grooved Width (See Table I) CONCRETE JOINT AND CRACK SEALING DETAIL Not To Scale . TABLE I GHOOVE WIDTH .1wFILLER DEPTH OF "D" DIAMETER OF BACKUP MATERIAL Character/Background Colors Y2 " %2 Y2 2 3/ n 4 3/ I 4 I I 1•• 3/u 4 1 ,„ 4 q 1 1�4 " %11 1 1/ " 2 1 ,�l 2 3/ of 4 21f I- I/c NO.8 AWG 5 KV, L -824 TYPE "C" CABLE �\ BARE COPPER COUNTERPOISE WIRE WITH EXOTHERMIC CONNECTION PROVIDE WATERTIGHT TERMINATION - 2" RIGID STEEL CONDUIT - GUIDANCE SIGN INDEX Sign No. Designation Character/Background Colors 1 25-7 White/Red 2 12-30 White/Red 3 7-25 White/Red 4 30-12 White/Red NOTES: 1. FILLER MATERIAL SHALL BE SEATED PRIOR TO PLACING CONCRETE. AFTER CONCRETE HAS SET, FILLER MATERIAL SHALL BE REMOVED TO A DEPTH SUFFICIENT FOR SEALING IN ACCORDANCE WITH TABLE I. 2. JOINTS AND CRACKS SHALL BE PREPARED USING A BLADE OF SUFFICIENT WIDTH TO PROVIDE A UNIFORM GROOVE. GROOVE DEPTH SHALL BE SUFFICIENT TO ACCOMMODATE THE SIZE OF BACKUP MATERIAL AND DEPTH OF FILLER AS LISTED IN TABLE I. 3. GROOVE SHALL BE CLEANED AS SPECIFIED PRIOR TO REMOVAL. FAA APPROVED L-858 GUIDANCE SIGN, NOTES: SIZE 2, STYLE 2, CLASS 2 1. ALL SIGNS SHALL BE EXISTING PAVEMENT TO BE DOUBLE SIDED. REMOVED AND REPLACED (TYP) SEE 2. THE MAXIMUM OVERALL VARIES CONDUIT TRENCHING DETAIL MOUNTING HEIGHT I--- --{ THIS SHEET IS AS FOLLOWS: I I "' „/ SIZE 1 : 30" /SIZE 2 .36" w SIZE 3 :42" Z SIZE 4 .54, 24'1.......12 w " L<, -FRANGIBLE COUPLING I" CHAMFER (TYP.) .. -.. - .• : .�---_-,-----:,:---rte /. .*6 @a 12"(TYP.)NYSDOT CONCRETE \ oX CLASS "A„ I qi : II ._ Qom`--COMPACoT EXISTING SUBGRADE _ EXISTING 6 TO 100% OF ASTM D-698 SUBBASE L-861 CLASS 1 LIGHT BASE EXISTING SUBBASE EXISTING BITUMINOUS �L-823 CONNECTOR TO BE REMOVED(TYP) SURFACE COURSE(TYI L-830 TRANSFORMER FRONT VIEW END VIEW NO ALTERATION PERMITTED HEREON EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW BASE MOUNTED GUIDANCE SIGN IN PAVEMENT - Not To Scale A SULLIVAN.INU 542140 Cory>hsLE